National Highways And Infrastructure Development Corporation Limited Tender

View complete overview of Nagaland NHIDCL Tender

National Highways And Infrastructure Development Corporation Limited - NHIDCL Tender

Works
Civil And Construction
Consultancy Services
Civil And Architectural Services
Eprocure
Opening Date7 Feb 2025
Closing Soon24 Feb 2025
Tender Amount₹ 8,48,48,434 
Notes
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Class Of Bidder
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The class eligibility requirements to bid or participate in this tender are Class – I local Supplier and Class – II local Supplier.
Technical Capacity
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The bidder is required to have prior work experience in civil engineering construction, specifically in works of a similar nature and size for each of the last five years. The bidder should have completed at least one contract of road work, such as a State Highway or National Highway, with similar or higher work specifications, worth at least 25% of the proposed contract value within the last five years. The completed work should be at least 90% of the contract value. The bidder should have achieved an average annual financial turnover of a specified amount in civil engineering construction works over the last five years. However, the exact amount is not specified. The bidder's experience will be evaluated based on the value of existing commitments, works for which the Appointed Date/Commencement Date has been declared, and ongoing works to be completed during the period of completion of the works for which the bid is invited. The bidder should have completed works with a value of at least a certain amount, but the exact amount is not specified. The bidder should provide information on the total value of civil engineering construction work performed in the last five years, including the current year, in Indian Rupees (Rs). For similar works, the bidder should have experience with a minimum local content requirement, which is 50% for a "Class – I local Supplier" and 20% for a "Class – II local Supplier". The local content is calculated as the amount of value added in India, excluding net domestic indirect taxes, minus the value of imported content, as a proportion of the total value, in percent. The bidder should provide scanned copies of the total monetary value of civil engineering construction works performed for each of the last five years, duly certified by a Chartered Accountant along with UDIN. The bidder should also provide a table containing the value of all existing commitments and ongoing works to be completed during the next few years. The values required to be mentioned include: - Value of Civil Engg. Works undertaken (in Rs. in Crores) - Amount of bonus (in Rs. in Crores) - Net Value excluding bonus (in Rs. in Crores) - Value of contract (in Rs. in Crores) - Value of work completed (in Rs. in Crores) - Balance value of work to be completed (in Rs. in Crores) The percentage of participation of the bidder in the project is also required to be mentioned. However, specific amounts and percentages of similar works completed are not mentioned, except for the local content requirements and the requirement that the completed work should be at least 90% of the contract value.

Costs

Summary

Stmc For Restoration Of 4l Of Dim-koh On Nh-29 From Km126.600 To Km126.800

Description

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BOQ Items

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Construction of Embankment with approved material obtained from borrow pits with all lifts and leds, transporting to site, spreading, grading to required slope and compacting to meet the requirement of compaction using 8-10T vibratory Roller

16891.4

414

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Laying of a geotextile filter between pitching and embankment slopes on which pitching is laid to prevent escape of the embankment material through the voids of the stone pitching/cement concrete blocks as well as to allow free movement of water without creating any uplift head on the pitching.

3200

301

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Providing & making of BIS cerified Gabion fascia box (TMS box) with 2m integrated tail of Size 3m(Length of Tail)x3m(Length of Box) x 1.0m(Height of unit) with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MoRT&H's 5 th revision clause 2500, of required size, Mesh Type 10x12 (D=100 mm with tolerance of ± 2%) Zn +Polymer coated, Mesh wire diameter 2.70/3.70 mm (ID/OD), mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2 mm, supplied @3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per direction of Engineer-in charge

8400

5874

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Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.

700

3070

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Supplying and laying high strength flexible geogrids (HSFG) as soil reinforcement / basal reinforcement as per MORTH 3100 and IRC 113, made of high tenacity polyester core with polyethylene coating with Minimum Long Term Design Strength (LTDS) of more than 50% of ultimate tensile strength at 30 degree Celcius corresponding to 12 % strain. UG 200

22680

575

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Perforated PVC Pipe 100 mm internal dia. (Class 3), Working pressure: 6 kgf/cm² Conforming to IS 4985:2000 Spacing @10m c/c along the RS wall

370

2277

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Providing & laying cement concrete of mix (1:1.5:3) with 20mm down chips for laying of parapet

45.92

8718

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Providing & laying cement concrete of mix (1:1:2) with 20mm down chips for laying along shoulder

17.6

9306

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Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer­ in-Charge.

247.5

3663

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Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.

247.5

4436

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Prime Coat over WMM; Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sum using mechanical means

990

46

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Providing and laying Dense Graded Bituminous Macadam using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge. (50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity)

99

11662

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Track Coat Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sum on the prepared bituminous surface cleaned with mechanical broom.

1980

15

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Bitumenous Concrete grade I - Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder 5.2 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.

39.6

13827

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V drain with cement concrete of mix (1:1.5:3) with 20mm down chips - On the Slope

31.75

8718

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Boulder Pithing For Slope Protection

487.5

2920

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Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface 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.

80

606

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Road Studs

75

381

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