National Highways Authority Of India Tender

View complete overview of Chandigarh NHAI Tender

National Highways Authority Of India - NHAI Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date2 May 2025
Closing Date22 May 2025
Tender Amount₹ 2,45,30,902 
Notes
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Class Of Bidder
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The class eligibility requirement to bid or participate in this tender is 'Class – I Local supplier' or 'Class – II Local supplier'.
Bid Capacity
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Assessed Available Bid Capacity = (A* N* 2.5 – B + C) Where: A = Maximum value of civil works excluding the amount of bonus received, if any, in respect of EPC Projects executed in any one year during the last five years B = Value of existing commitments, works for which the bidder has emerged as the winner of the bids or on-going works to be completed during the period of completion of the works for which BID is invited C = The amount of bonus received, if any, in EPC Projects during the last 5 years N = Number of years prescribed for completion of the works for which the bids are invited
Technical Capacity
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The required prior work experience for the bidder includes experience as a prime contractor, in a joint venture, or as a subcontractor in the fields of civil engineering, specifically in the construction of service roads, highways, and bridges. The bidder should have experience in using heavy earthmoving equipment, quality control in compaction of soils, mechanized Granular sub-base/base (Wet Mix Macadam) pavement construction, laying of bituminous mix in layers, and construction of Bridge Works in Reinforced Cement Concrete, Prestressed Cement Concrete, with open foundations, pile foundations, and well foundations. The bidder should also have experience in construction of flyovers and grade separated interchanges. The experience can be in the bidder's own country or in other countries. In terms of specific values and percentages of similar works completed, the bidder shall provide evidence that it has successfully completed or substantially completed within the last five years, either of the following: - one similar completed work costing not less than amount equals to 80% of the estimated cost or Rs. 196.25 lac, with DBM/BC or PQC/ DLC work amount being minimum 60% of the estimated cost i.e. Rs. 147.18 lac. - two similar completed works costing not less than amount equals to 50% each of estimated cost or Rs. 122.65 lac, with DBM/BC or PQC/ DLC work amount being minimum 30% of the estimated cost i.e. Rs. 73.59 lac. - three similar completed works costing not less than amount equals to 40% each of estimated cost Rs. 98.12 lac, with DBM/BC or PQC/ DLC work amount being minimum 20% of the estimated cost i.e. Rs. 49.06 lac. The bidder should also have a minimum average annual construction turnover during the last 3 years equivalent to Rs. 73.59 lacs (30% of estimated cost). The bidder's bidding capacity should be more than the total estimated cost of the works, which is Rs. 2,45,30,902/-. The required prior work experience for key personnel includes: - Project Manager: 10 years of experience as a Project Manager on Highway, bridge construction, and maintenance works, with a B.E. (Civil) degree or 15 years of experience with a Diploma in Civil. - Dy Project Manager: 5 years of experience as a Dy. Project Manager/Manager on Highway, bridge construction, and maintenance works, with a B.E. (Civil) degree or 15 years of experience with a Diploma in Civil. - Site Engineer: 5 years of experience in road and bridge construction, with a B.E. (Civil) degree. - Incident cum, Road property Manager cum Route Operation Manager: 3 years of experience on highway property management and maintenance, with a graduate degree from a recognized University. - Road Safety Auditor: 3 years of experience, with a Road Safety Audit Certificate from an approved Government agency. - Quality cum Material Engineer: 5 years of experience in the relevant field, with a B.E. (Civil) degree.

Costs

Description

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BOQ Items

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Providing and laying M-30 gradeConcrete in position machine batched and machine mixed design mix M-30 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.

920.65

4522

4163473.91

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Supplying, Fitting and Placing un coated HYSD bar Reinforcement complete in all respect including, supplying , cutting, bending, placing ,formwork etc. as per Drawing and Technical Specifications and as per relevant clause of MORTH specifications .

828.59

6248

5176999.08

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Construction of granular sub-base by providing Material as per Grading Ill (Table 400-1 of MORT&H 5th revision) mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per technical clause 401 of MORT&H specifications.

148.5

1490

221371.92

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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 as per technical clause 406 of MORT&H specifications.

185.63

1468

272631.15

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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 0.85 kg/sqm using mechanical means as per technical clause 503 of MORT&H specifications.

742.5

37

27843.75

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Providing and applying tack coat with penetration grade bitumen VG - 10 using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom as per technical clause 503 of MORT&H specifications.

1485

16

23863.95

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Providing and laying 50mm - 75 mm dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG 40 @ 4.5% by weight of total mix and filler, transporting the hot mix to work site, layingwith 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 complete, as per technical clause No. 505 of MORT&H specifications.

44.55

9319

415201.1

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Providing and laying 30mm - 45 mm bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG - 40 @ 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 complete as per technical clause 507 of per MORTH specifications.

45.7

10865

496560.21

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Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M10 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCCM20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408 Using Concrete Batching and Mixing Plant complete in all respect upto the statisfaction of Engineer-In -Charge.

485

375

181875

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Construction of Embankment with approved material obtained from borrow pits, including compensation of earth, with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2, as per technical clause 305 of MORT&H specifications.

199.4

183

36675.64

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Mandatory sign board Mandatory sign board 600 mm circular as per IRC 67- 2012 with retro reflective Sheeting as per ASTM D 4956 09 and as per IRC 67 2012 fixed over 3 mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 6Dx60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.75m for vertical post complete as per clause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory including three year outdoor weathering test report for sheeting tested in India condition conforming to clause 6.7 of IRC 67-2012.

2

3675

7351.78

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Direction/Diversion Plate 900x300mm rectangular as per IRC 67- 2012 with retro reflective Sheeting as per ASTM D 4956 - 09 and as per IRC 67 - 2012. specifications. fixed over 4mm thick Aluminium Composite Material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets@ 200 mm c/c to back support frame of 25X25X3 angle iron fixed in position complete as per clause 801 of MORT&H specifications. Supplier shall provide a warranty as per dause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory including three year outdoor weathering test report for sheeting tested in India condition conforming to clause 6.7 of IRC 67- 2012.

4

1920

7682.12

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Hazard Marker sign board 300x900mmrectangular as per IRC 67- 2012 with retro reflective Sheeting as per ASTM D 4956 09 and IRC 67 2012, fixed over 4mm thick Aluminium Composite Material (ACM) sheeting having skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 firmly fixed to ground including foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory including three year outdoor weathering test report for sheeting tested in India condition conforming to clause 6.7 of IRC 67- 2012.

4

3605

14421.4

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Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm complete in all respect upto uto the statisfaction of Engineer-in-charge

150

43

6562.5

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Providing, fitting and fixing mild steel railing including foundation of 8 Feet height (including Paint of two or more coats) complete as per drawing (attached) and Technical Specification (minimum weigth of steel 0.050 MT per metre) , within all lead and lift complete as per MoRTH specifications clause no 2703.2 & 1900 and directions of the Engineer In-Charge.

2250

4857

10928250

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Providing and fixing of Flexible spring post nos.wherein post and base shall be made from Poly urethane. The post shall be semi flat and semi circular in construction. The flat surface of the post shall be used for displaying department name/ logo. The product shall be flexible which help in returning the post to its original position without damaging the product or vehicle. The retro reflective tape applied on the post shall be as per ASTM D 4956 and shall be tested as per clause S2 of ASTM 4956 for flexibility, adhesion and impact resistance of rebound able sheeting. The message area for printing retro reflective area shall be 100 X 400 mm. The height of the post shall be 750 mm, the width of the post shall be 120 mm. The flexible spring post shall be applied in gaps in median, traffic islands, dangerous bends, roundabouts, narrow bridges etc. or as desired by Engineer-in-charge

40

1564

62571.2

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Providing and making rumble strips 15-20mm high at centre, 250mm wide placed at 1m centre to centre over freshly laid bituminous layer by using close graded premix surfacing material at approved locations to control speed. The close graded premix surfacing material type B shall conform to technical clause 512 of MORT&H specifications

7.5

82

616.05

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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 , complete in all respect upto the statisfaction of Engineer-in-Charge

64

542

34688

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Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO Ill dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified

380

2996

1138643.4

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Total Estiamted Cost

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24530902.29

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Bidder to quote single rate as tender premium % above or discount below the total estimated cost mentioned above.

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I/We hereby agree to execute the above work on the tender premium or discount quoted here on the total estimated cost mentioned above. I/we understand that filling of both cells meant for premium or discount at a time will render my/our bid as non responsive.

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Bid price in Rs.

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24530902



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