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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.2 CrAccepted-Finance | ₹1.2 Cr | 1 | Accepted-Finance Responsive |
Tender Value
₹1.3 Cr
Closing Date
2 Aug 2021, 2:00 pmClosed
Virender Kumar Jakhar
Regional Office-Aizawl, 3rd Floor, T-86, Tuikhuahtlang, Aizawl, Mizoram-796001
Special Repairs of NH-6 from Dulte to Champhai from km 69.000 to km 150.000 with Total Length 81.000 km Package-1 in the State of Mizoram in FY 2021-22 on Item Rate and Work Order Basis (4th Call)
2021_NHIDC_640183_1
RO-Aizawl/Maint/2021-2022/DC/1
Open Tender
Civil Works
Item Rate
180 days
Aizawl
Please refer Tender documents.
4 documents required · 4 mandatory
₹20,000
NHIDCL
Exempted
Aizawl
13 Aug 2021
24 Jul 2021
3 Aug 2021
24 Jul 2021
2 Aug 2021
26 Jul 2021
29 Jul 2021
Amount
Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means (Scarifying the existing granular road surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 metres. )
Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.) A. By Manual Means (ii) Grading - 2 (53 mm to 22.4 mm) (b) Using Screening Type-B (11.2mm Agg.)
Filling Pot- holes and Patch Repairs with open - graded Premix surfacing, 20mm. (Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 511, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2)
Construction of Retaining wall Type-I at km 73.200, 75.250, 76.850, 77.250, 86.200, 88.500, 90.150 as per Analysis enclosed in additional documents
Construction of Retaining wall of 3.0 m height and 10.0 m length as per IRC SP-48-1998 at km 129.800, 117.700, 120.400, 131.000, 136.500 as per Analysis enclosed in additional documents
Hill Side Drain Clearance (Removal of earth from the choked hill side drain and disposing it on the valley side manually) from km 69.0 to km 92.300 & km 105.950 to km 150.00 This item shall be only executed upon instruction from Engineer at specified locations on need basis - Lumpsum quantity considered
Hiring of Dozer D - 80 - A 12 This item shall be only executed upon instruction from Engineer at specified locations on need basis - Lumpsum quantity considered
Land Slide Clearance in soil (Clearance of land slides in soil and ordinary rock by a bull-dozer D 80 A-12, 180 HP and disposal of the same on the valley side) This item shall be only executed upon instruction from Engineer at specified locations on need basis - Lumpsum quantity considered
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