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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.6 CrAccepted-Finance | L1 | Accepted-Finance Overall total Lowest qouted Amount | |
| 2 | L2₹3.9 Cr+₹25.6 L (7.02%)Accepted-Finance | L2 | Accepted-Finance L2 | |
| 3 | L3₹4.2 Cr+₹60.1 L (16.5%)Accepted-Finance BALARAM DAS UJJAYANTA MARKET AGARTALA WEST TRIPURA | AGARTALA | WEST TRIPURA | TRIPURA | L3 | Accepted-Finance L3 | |
| 4 | Rejected-Technical | - | Rejected-Technical Technically Non responsive |
| Sl No | Description | Qty | Unit | M/S MINAMATI ENTERPRISE L3 | M/S CHITTARANJAN SAHA & OTHERS L2 | RAMTHAKUR CONSTRUCTION L1 |
|---|---|---|---|---|---|---|
| 1.00 | Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per MoRT&H Technical Specification clauses of section 300. | 13,258.55 | cum | 191.96 ₹25,45,085.12 Lowest | 220 ₹29,16,881.44 | 375 ₹49,71,957 |
| 2.00 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site , spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per MoRT&H Technical Specification clauses of section 300. | 475 | cum | 191.68 ₹91,046.1 Lowest | 200 ₹95,000 | 230 ₹1,09,250 |
| 3.00 | Cement Treated Crushed Rock or combination as per clause 403 and table 400.4 in Sub base/ Base
Providing, laying and spreading Material on a prepared subgrade, adding the designed quantity of cement to thespread Material, mixing in place with rotavator, gradingwith the motor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/base as per MoRT&H Technical Specification Clause 403.
A for sub-base course. | 190 | cum | 7,074.12 ₹13,44,082.8 | 6,500 ₹12,35,000 Lowest | 12,000 ₹22,80,000 |
| 4.00 | Bituminous Base course (BSM) - Design and work to be executed as per the Mix Design provided & direction of Engineer in charge. | 95 | cum | 14,070.22 ₹13,36,670.9 | 13,900 ₹13,20,500 Lowest | 23,000 ₹21,85,000 |
| 5.00 | 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 | Sqm | 44.54 ₹42,313 | 10 ₹9,500 Lowest | 80 ₹76,000 |
| 6.00 | 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 | Sqm | 14.68 ₹13,946 | 10 ₹9,500 Lowest | 32 ₹30,400 |
| 7.00 | 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 | cum | 16,790.64 ₹6,38,044.32 | 13,500 ₹5,13,000 Lowest | 23,000 ₹8,74,000 |
| 8.00 | 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 | Cum | 388.78 ₹45,428.94 | 50 ₹5,842.5 Lowest | 475 ₹55,503.75 |
| 9.00 | 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 | 23.01 | Cum | 8,500.3 ₹1,95,566.4 | 6,000 ₹1,38,042 Lowest | 12,500 ₹2,87,587.5 |
| 10.00 | 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 | 129.85 | Cum | 7,955.63 ₹10,33,070.38 | 7,500 ₹9,73,905 Lowest | 12,500 ₹16,23,175 |
Tender Value
₹5.0 Cr
EMD Value
₹10 L
Closing Date
19 Aug 2025, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Director (P)
NHIDCL, Regional Office, 3rd floor, UD Bhawan, Near Ravindra Bhawan, Sakuntala, Agartala, Tripura
Special Repair work on NH-208 from Km 75.700 to Km 101.30 (Total Length 25.600 Km) at various sections Srirampur to Khowai section at the risk and cost of EPC Contractor in the state of Tripura in the FY 2025-26 on item rate basis work or
2025_NHIDC_860294_1
NHIDCL/RO-Agt/W/T/S -K(Pkg-V)/323-Part(1)
Open Tender
Civil Works - Roads
Item Rate
274 days
Tripura
Please refer Tender documents.
4 documents required · 4 mandatory
₹11,800
Execuitve Director (P)
₹10 L
NHIDCL RO Agartala
11 Dec 2025
15 May 2025
20 Aug 2025
15 May 2025
19 Aug 2025
15 May 2025
26 May 2025
Amount
Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per MoRT&H Technical Specification clauses of section 300.
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site , spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per MoRT&H Technical Specification clauses of section 300.
Cement Treated Crushed Rock or combination as per clause 403 and table 400.4 in Sub base/ Base Providing, laying and spreading Material on a prepared subgrade, adding the designed quantity of cement to thespread Material, mixing in place with rotavator, gradingwith the motor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/base as per MoRT&H Technical Specification Clause 403. A for sub-base course.
Bituminous Base course (BSM) - Design and work to be executed as per the Mix Design provided & direction of Engineer in charge.
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.
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.
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
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
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
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
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.
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
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
For RR Masonry Wall Rubble stone masonry : Design and execution to executed as per the direction of Engineer in charge.
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.
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.
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
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
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
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.
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.
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
M/S CHITTARANJAN SAHA & OTHERS (BID ID -3268807)
M/S MINAMATI ENTERPRISE (BID ID -3268092)
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