National Highways And Infrastructure Development Corporation Limited Tender

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National Highways And Infrastructure Development Corporation Limited - NHIDCL Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date27 Jan 2025
Closing Date12 Feb 2025
Tender Amount₹ 11,10,26,947 
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, Class – II local Supplier, and Non-Local Supplier.
Technical Capacity
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The bidder should have satisfactorily completed similar works as a prime contractor during the last five years, with experience in successfully completing or substantially completing at least one contract of road, such as State Highway or National Highway, with similar or higher work specification of at least 20% of the value of the proposed Contract. The bidder should have achieved an average annual financial turnover in civil engineering construction works, and should have also satisfactorily completed not less than 90% of the Contract value as a prime contractor. An escalation factor is provided to update the value of completed works, ranging from 1.00 to 1.20 for the last five years. The bidder must demonstrate availability of personnel with qualification and experience. The bidder's available BID capacity is calculated based on the maximum value of civil engineering works, excluding the amount of bonus received, if any, in respect of EPC Projects executed in any one year during the last five years. The bidder must have executed projects in any one year during the last five years, including EPC projects, with the value updated to the price level of the year. The bidder should provide details of the value of all existing commitments and ongoing works. The bidder should disclose the amount of bonus received, if any, in EPC projects during the last five years. The bidder should also provide a statement disclosing material non-performance or contractual non-compliance in current projects. In terms of specific percentages, failing to achieve progress commensurate with funds released from an Escrow Account in BOT or HAM projects, with a variation of more than 2.5% in the last 365 days, is considered non-performance. The bidder should have prior work experience in civil engineering construction works, including works of a similar nature as the proposed project. The bidder should have completed works worth a certain amount in the last five years, with the total value and average value per year provided. The bidder should have completed works of a similar nature, such as road maintenance contracts, in the last five years, with details of these projects provided. The bidder should also provide information on the work performed as a prime contractor or nominated sub-contractor. The specific requirements include the total value of civil engineering construction work performed in the last five years, average value per year, details of similar works completed, and percentage of work completed as a prime contractor or nominated sub-contractor. The bidder should have experience in works of a similar nature and size for each of the last five years, with certificates from the concerned officer. The bidder should furnish scanned copies of the total monetary value of civil engineering construction works performed for each of the last five years, duly certified by CA along with UDIN. Key technical personnel should have relevant experience, with the Site Engineer having 2 years of experience on highway constructions/maintenance work and the Quantity Surveyor having 2 years of experience on highway constructions/maintenance work. The bidder should have experience of 5 years on highway constructions/maintenance work. Values and percentages mentioned include: - at least 20% of the value of the proposed Contract - not less than 90% of the Contract value - variation of more than 2.5% in the last 365 days - 2 years of experience for Site Engineer and Quantity Surveyor - 5 years of experience on highway constructions/maintenance work.

Costs

Summary

Stmc Of Nh-29 Kohima To Jessami Road Pkg-ii Km 29.600 To Km. 51.500 Total Length 21.900 Km. Kohima And Phek

Description

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BOQ Items

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Construction of Subgrade (Construction of subgrade with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300- 2) (Phek)

953

458

-

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Granular Sub-base with Close Graded Material (Table:- 400-1): By Mix in Place Method (Construction of granular sub-base by providing granular material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with frontend loader at OMC, and compacting with vibratory power roller to achieve the desired density, complete as per clause 401) (v) Granular Sub-Base Grading-V Material (Kohima)

336.6

3410

-

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Granular Sub-base with Close Graded Material (Table:- 400-1): By Mix in Place Method (Construction of granular sub-base by providing granular material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with frontend loader at OMC, and compacting with vibratory power roller to achieve the desired density, complete as per clause 401) (v) Granular Sub-Base Grading-V Material(Phek)

4113

3928

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Wet Mix Macadam (Plant Mix Method): 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 B) Laying using Grader (Kohima)

2697.83

4334

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Wet Mix Macadam (Plant Mix Method): 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 B) Laying using Grader(Phek)

7495.37

4605

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Prime Coat (Prime coat over WMM/WBM): Providing and applying primer coat with cutback MC 30 bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.6 Kg/sqm using Mechanical means (Kohima)

16251.5

46

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Prime Coat (Prime coat over WMM/WBM): Providing and applying primer coat with cutback MC 30 bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.6 Kg/sqm using Mechanical means (Phek)

44283.5

49

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Tack coat (Tack coat on Granular surface treated with primer): Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared granular surface cleaned with mechanical broom(Kohima)

17371

18

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Tack coat (Tack coat on Granular surface treated with primer): Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared granular surface cleaned with mechanical broom(Phek)

49823.5

19

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Dense Graded Bituminous Macadam Grading-II:Providing and laying Dense Graded Bituminous Macadam with higher capacity batch type HMP using crushed aggregates of specified grading,primix with bitumineous binder @4.5% by weight of total mix & filler, transporting the hot mix to work site,laying witrh a hydrostatic paver finisher with sensor control to required garde,level & alighment,rolling with smooth wheel, vivratory 7 tendom rollers to achieve the desired compaction as per MORTH spsecification Clause No. 505 complete in all respects (Kohima).

812.58

12634

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Dense Graded Bituminous Macadam Grading-II:Providing and laying Dense Graded Bituminous Macadam with higher capacity batch type HMP using crushed aggregates of specified grading,primix with bitumineous binder @4.5% by weight of total mix & filler, transporting the hot mix to work site,laying witrh a hydrostatic paver finisher with sensor control to required garde,level & alighment,rolling with smooth wheel, vivratory 7 tendom rollers to achieve the desired compaction as per MORTH spsecification Clause No. 505 complete in all respects(Phek)

2214.18

12066

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Filling Pot-holes and Patch Repairs with Bituminous Concrete,40MM: Removal of all failed material,trimming of completed excavation to provide firm vertical faces, cleaning of surface,painting of track coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clouse 504, compacting, trimming and finishing the surface to form a smooth continious surface, all as per clause 3004.2 (Grading I : 19mm Nominal size)(Kohima).

1120

516

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Filling Pot-holes and Patch Repairs with Bituminous Concrete,40MM: Removal of all failed material,trimming of completed excavation to provide firm vertical faces, cleaning of surface,painting of track coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clouse 504, compacting, trimming and finishing the surface to form a smooth continious surface, all as per clause 3004.2 (Grading I : 19mm Nominal size) (Phek)

5540

544

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Land Slide Clearance in soil (Clearance of land slides in soil and ordinary rock by a bulldozer D 80 A-12, 180 HP and disposal of the same on the valley side) (Kohima)

3000

71

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Land Slide Clearance in soil (Clearance of land slides in soil and ordinary rock by a bulldozer D 80 A-12, 180 HP and disposal of the same on the valley side) (Phek)

7000

71

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Hill Side Drain Clearance:- Removal of earth from the choked hill side drain and disposing it on the valley side Manually (Kohima)

420

65

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Hill Side Drain Clearance:- Removal of earth from the choked hill side drainand disposing it on the valley side Manually (Phek)

6787

65

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Surface Drains in Soil (Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of 1000 meters (A)Mechanical Means (kohima)

5541

62

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Surface Drains in Soil (Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of 1000 meters (A)Mechanical Means (Phek)

5185

62

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