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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.9 CrAdmitted-Finance PURULIA | WEST BENGAL | 723101 | +4.98% | ₹1.9 Cr | L1 | Admitted-Finance |
| 2 | Rejected-Technical | - | - | - | Rejected-Technical Technically non-responsive |
Tender Value
₹1.8 Cr
EMD Value
₹3.5 L
Closing Date
22 Jan 2026, 3:00 pmClosed
ED (P)
RO-SVP
URGENT RISK AND COST ROAD REHABILITATION AND UP-GRADATION WORK FROM KM 206.000 TO KM 239.425 ON NH-04 (OLD NH-223) IN THE UNION TERRITORY OF ANDAMAN and NICOBAR ISLANDS, AT THE RISK AND COST OF EXISTING EPC CONTRACTOR FOR PACKAGE IV, ON PERCENTAGE
2026_NHIDC_894263_1
NHIDCL/RO/A N/R C/FY 2025 26/09
Open Tender
Civil Works
RO-SVP
Please refer Tender documents.
5 documents required · 5 mandatory
₹11,800
Yes
ED (P) NHIDCL
₹3.5 L
Yes
RO-SVP
27 Jan 2026
16 Jan 2026
23 Jan 2026
16 Jan 2026
22 Jan 2026
16 Jan 2026
16 Jan 2026 - 19 Jan 2026
19 Jan 2026
Cement treated Base (CTB) :Providing, laying, Spreading and Compacting graded stone aggregate mixed with Cement to crushed stone treated base specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layer with paver in sub base /base course on well prepared surface and compacting with vibratory Roller to achieved the desired density.
Prime Coat:Details of cost for 100 sqm.Providing and applying Prime coat using hot straight run bitumen of grade VG - 10,including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications .On WBM,WMM,CTB. @ 0.75 Kg / sqm
Tack Coat: Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom On W.B.M/W.M.M. @ 0.4kg/sqm
Sami layer: Providing and laying of a stress absorbing membrane (SAMI) over a cracked road surface, with crack width 6 to 9 mm after cleaning with a mechanical broom, using modified binder complying with clause 521, sprayed at the rate of 11 kg per 10 sqm and spreading 11.2 mm crushed stone aggregates @ 0.12 cum per 10 sqm, sweeping the surface for uniform spread of aggregates and surface finished to conform to clause 902.
Bituminous Concrete:Providing and laying Bituminous concrete 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 to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. 40/50 mm compacted thickness with bitumen of grade VG-40 @ 6 % (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.
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