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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₹1.1 CrAdmitted-Finance BALARAM DAS UJJAYANTA MARKET AGARTALA WEST TRIPURA | AGARTALA | WEST TRIPURA | TRIPURA | L1 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S CHITTARANJAN SAHA & OTHERS L1 |
|---|---|---|---|---|
| 1.00 | Dismantling of Flexible Pavements:
Dismantling of flexible pavements and disposal of dismantled materials with all lifts and upto a lead of 100 m, stacking serviceable materials and unserviceable materials separately as per MoRT&H Technical Specification Clause 202. ( II ) By Mechanical Means ( A ) Bituminous Courses | 929.64 | cum | 399 ₹3,70,926.36 Lowest |
| 2.00 | 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. | 6,482.8 | sqm | 9 ₹58,345.2 Lowest |
| 3.00 | 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. | 6,482.8 | sqm | 9 ₹58,345.2 Lowest |
| 4.00 | Dense Graded Bituminous Macadam:
Providing and laying 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 @ 4.0 to 4.5 per cent by weight of total 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 MoRT&H specification clause No. 505 complete in all respects Grade II With Viscosity Graded Bitumen of VG-40. | 131 | cum | 12,999 ₹17,02,869 Lowest |
| 5.00 | 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 @ 5.40 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 grade II With Viscosity Graded Bitumen of VG-40. | 125.34 | cum | 12,999 ₹16,29,294.66 Lowest |
| 6.00 | Cement Treated Crushed Rock or combination as per clause 403 and table 400.4 in Sub base/ Base :
laying and spreading Material on a prepared subgrade, adding the designed quantity of cement to the spread Material, mixing in place with rotavator, grading with 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. | 484 | cum | 7,399 ₹35,81,116 Lowest |
| 7.00 | Wet Mix Macadam :
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 finisher in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per MoRT&H Technical Specification Clause 406. | 399 | cum | 7,399 ₹29,52,201 Lowest |
| 8.00 | Hill Side Drain Clearance:
Removal of earth from the choked hill side drain and disposing it on the valley side manually as per MoRT&H technical specification Clause 3000 | 1,350 | m | 19 ₹25,650 Lowest |
| 9.00 | 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 of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material. (ii) 3 m to 6 m depth. | 164.8 | Cum | 49 ₹8,075.2 Lowest |
| 10.00 | Levelling Course:
Plain / Reinforced cement concrete in open foundation as per drawings & MoRT&H technical specifications Clauses 1500, 1700, 2100. (including centering, shuttering, staging etc. but excluding reinforcement). A. PCC Grade M 15 | 177.83 | Cum | 4,299 ₹7,64,491.17 Lowest |
Tender Value
₹1.5 Cr
EMD Value
₹3.0 L
Closing Date
23 Sept 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)
3rd floor, UD Bhavan NHIDCL Office, Agartala
R R work on NH208 from km 0 to km 18 6 Total Length 18 6 Km at various sections of Kumarghat to Kailashahar road at the risk and cost of EPC Contractor in the state of Tripura in the FY 2025 26 on item rate basis and work order basis
2025_NHIDC_875642_1
NHIDCL/RO Agt/W/T/K-K/306-Part1
Open Tender
Civil Works - Roads
Item Rate
180 days
Tripura
Please refer tender documents
4 documents required · 4 mandatory
₹11,800
Executive Director (P)
₹3.0 L
3rd floor, UD Bhavan NHIDCL Office Agartala
7 Feb 2026
2 Sept 2025
24 Sept 2025
2 Sept 2025
23 Sept 2025
2 Sept 2025
10 Sept 2025
Amount
Dismantling of Flexible Pavements: Dismantling of flexible pavements and disposal of dismantled materials with all lifts and upto a lead of 100 m, stacking serviceable materials and unserviceable materials separately as per MoRT&H Technical Specification Clause 202. ( II ) By Mechanical Means ( A ) Bituminous Courses
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.
Dense Graded Bituminous Macadam: Providing and laying 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 @ 4.0 to 4.5 per cent by weight of total 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 MoRT&H specification clause No. 505 complete in all respects Grade II With Viscosity Graded Bitumen of VG-40.
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 @ 5.40 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 grade II With Viscosity Graded Bitumen of VG-40.
Cement Treated Crushed Rock or combination as per clause 403 and table 400.4 in Sub base/ Base : laying and spreading Material on a prepared subgrade, adding the designed quantity of cement to the spread Material, mixing in place with rotavator, grading with 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.
Wet Mix Macadam : 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 finisher in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per MoRT&H Technical Specification Clause 406.
Hill Side Drain Clearance: Removal of earth from the choked hill side drain and disposing it on the valley side manually as per MoRT&H technical specification Clause 3000
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 of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material. (ii) 3 m to 6 m depth.
Levelling Course: Plain / Reinforced cement concrete in open foundation as per drawings & MoRT&H technical specifications Clauses 1500, 1700, 2100. (including centering, shuttering, staging etc. but excluding reinforcement). A. PCC Grade M 15
Retro-reflectorised Traffic Signs: Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide MoRD technical specification Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and MoRD Technical Specification Clause1701 - with 800 x 600 mm rectangular aluminium sheeting.
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