National Highways And Infrastructure Development Corporation Limited Tender
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The NHIDCL has issued a formal invitation for competitive bids for the National Highways And Infrastructure Development Corporation Limited project, for Nhidcl/ro-agt/w/t/s -k(pkg-v)/323-part(1) in West Tripura, Tripura, with an estimated contract value of Rs. 4,99,89,000. The bid opening date for this tender is 15-05-2025 and the last date for bid submission is 16-06-2025. Interested bidders for National Highways And Infrastructure Development Corporation Limited tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
National Highways And Infrastructure Development Corporation Limited - NHIDCL Tender
Civil And Construction
Road Construction
Eprocure
Opening Date15 May 2025
Closing Date16 Jun 2025
Tender Amount₹ 4,99,89,000
Costs
EMD
₹ 10,00,000Document Cost
₹ 11,800Tender Fee
Refer Documents
Summary
Nhidcl/ro-agt/w/t/s -k(pkg-v)/323-part(1)
Description
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Contact
Tender Id
2025_NHIDC_860294_1Tender No
NHIDCL/RO-Agt/W/T/S -K(Pkg-V)/323-Part(1)Tender Authority
National Highways And Infrastructure Development Corporation Limited ViewPurchaser Address
-Website
http://https://nhidcl.com/
GEM & Bid Advisory Services
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BOQ Items
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Bituminous Base course (BSM) - Design and work to be executed as per the Mix Design provided & direction of Engineer in charge.
95
1
95
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Prime Coat Providing and applying primer coat with bitumen emulsion(SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.6 kg/sqm using mechanical means as per MoRT&H Technical Specification Clause 502.
950
1
950
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Tack Coat Providing and applying tack coat with bitumen emulsion(RS-1) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous / granular surface cleaned with Hydraulic broom as per MoRT&H Technical Specification Clause 503.
950
1
950
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Bituminous Concrete
Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.20 Percent 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.
VG-40
38
1
38
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For Road side Drains (Brick Drain)
Excavation for Structures
Earthwork in excavation for structures as per drawing and MoRT&H technical specifications Clause 304 including setting out, construction of shoring & bracing, removal ofstumps & other deleterious material and disposal upto alead of 50 m, dressing of sides & bottom and backfilling intrenches with excavated suitable material.I Ordinary Soil A. By Manual Means (i) Upto 3 m depth
116.85
1
116.85
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For Road side Drains (Brick Drain)
Plain/Reinforcedcement concrete inopen foundationasper drawings & MoRT&H technical specifications Clauses1500,1700,2100. (including centering,shuttering,staging etc. but excluding reinforcement) PCC Grade M 15
23.007
1
23.007
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For Road side Drains (Brick Drain)
Brick masonry work in cement mortar in foundation completed excluding pointing & plastering as per drawing & MoRT&H technical specifications Clauses 1300. Brick masonry in 1:4 cement mortar
129.854
1
129.854
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For Road side Drains (Brick Drain)
Plastering with cement mortar (1:4) 12 mm thick on brickwork/ C.C. work including a finishing coat of neat cement punning with 2.75 kg of cement per sqm in substructure as per MoRD technical specification Clauses 613.4 & 1204.
723.1
1
723.1
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For RR Masonry Wall
Excavation for Structures
Earthwork in excavation for structures as per drawing andMoRT&H technical specifications Clause 304 includingsetting out, construction of shoring & bracing, removal ofstumps & other deleterious material and disposal upto alead of 50 m, dressing of sides & bottom and backfilling intrenches with excavated suitable material.
I Ordinary Soil A. By Manual Means (i) Upto 3 m depth
859.128
1
859.128
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For RR Masonry Wall
Plain/Reinforcedcement concrete in open foundation as per drawings & MoRT&H technical specifications Clauses 1500,1700,2100. (including centering,shuttering,staging etc. but excluding reinforcement) PCC Grade M 15
62.953
1
62.953
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For RR Masonry Wall
Rubble stone masonry : Design and execution to executed as per the direction of Engineer in charge.
2264.61
1
2264.61
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For RR Masonry Wall
Providing & laying filter media with granular crushedaggregates as per specification toa thickness of not less than 600mm with smaller size towards thesoil &biggersize towards thewall & providingovertheentiresurfacebehindabutment,wingwall, returnwall tothefullheight,compacted to firm condition complete as per drawing and MoRD technical specification clause 1204.3.8.
129.96
1
129.96
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For RR Masonry Wall
Providing weep holes in brick masonry/ stone masonry,plain/ reinforced concrete abutment, wing wall, return wallwith 100 mm dia AC pipe or uPVC pipe (110 mm OD of 6.0Kg/cm2 pressure) extending through the full width of thestructures with slope of 1(V):20(H) towards drawing facecomplete as per drawing andMoRT&H technical specification clauses 2706, 2200.
850.837
1
850.837
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For Retaining wall
Excavation for Structures
Earthwork in excavation for structures as per drawing andMoRT&H technical specifications Clause 304 includingsetting out, construction of shoring & bracing, removal ofstumps & other deleterious material and disposal upto alead of 50 m, dressing of sides & bottom and backfilling intrenches with excavated suitable material.I Ordinary Soil A. By Manual Means (i) Upto 3 m depth
680.96
1
680.96
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For Retaining wall
Plain/Reinforcedcement concrete inopen foundationasper drawings&MoRT&H technical specifications Clauses1500,1700,2100. (includingcentering,shuttering,staging etc. but excluding reinforcement) PCC Grade M 15
66.12
1
66.12
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For Retaining wall
Plain/reinforcedcement concrete insubstructurecompleteincluding formworkasperdrawings& MoRT&Htechnicalspecification Clauses 1500, 1700, 2200. (includingcentering, shuttering, staging etc. but excluding reinforcement) RCC M 30 Grade
613.047
1
613.047
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For Retaining wall
Geotextile Filter
Laying of a geotextile 120 gsm non woven membrane,100% polyester of thickness 1 to 1.25 mm 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 as per drawing and MoRT&H Technical specifications clause 700, 2504.
686.375
1
686.375
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For Retaining wall
Providing weep holes in brick masonry/ stone masonry,plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe or uPVC pipe (110 mm OD of 6.0Kg/cm2 pressure) extending through the full width of thestructures with slope of 1(V):20(H) towards drawing facecomplete as per drawing andMoRT&H technical specification clauses 2706, 2200.
570
1
570
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For Retaining wall
Supplying, fitting & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar reinforcement in foundation complete as per drawings & MoRT&H technical specifications Clauses 1600
76.795
1
76.795
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