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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.9 CrAccepted-Finance | ₹4.9 Cr | L1 | Accepted-Finance L1 |
| 2 | L2₹4.9 Cr+₹3.8 L (0.78%)Rejected-Finance | ₹4.9 Cr+₹3.8 L (0.78%) | L2 | Rejected-Finance Not L1 |
| 3 | L3₹5.0 Cr+₹13.0 L (2.66%)Rejected-Finance | ₹5.0 Cr+₹13.0 L (2.66%) | L3 | Rejected-Finance Not L1 |
| 4 | L4₹5.1 Cr+₹27.1 L (5.57%)Rejected-Finance | ₹5.1 Cr+₹27.1 L (5.57%) | L4 | Rejected-Finance Not L1 |
| 5 | L5₹5.7 Cr+₹80.9 L (16.6%)Rejected-Finance | ₹5.7 Cr+₹80.9 L (16.6%) | L5 | Rejected-Finance Not L1 |
Tender Value
₹5.7 Cr
Closing Date
8 Jun 2021, 12:00 pmClosed
Virender Jakhar
Executive Director (Projects) Regional Office-Aizawl, 3rd Floor,T-86, Tuikhuahtlang, Aizawl, Mizoram-796001
Special Repair on Tuivai-Keifang Road NH-102B from km 28.000 to km 41.000, km 71.000 to km 79.000 and km 115.700 to km 122.000 (Package-2, Length 27.3 km) in the state of Mizoram on item rate and work order basis
2021_NHIDC_631082_1
RO-Aizawl/Maint/2021-22/K-T/02
Open Tender
Civil Works
Item Rate
180 days
Aizawl
Please refer Tender documents.
4 documents required · 4 mandatory
₹20,000
NHIDCL
Exempted
Aizawl
19 Jun 2021
25 May 2021
9 Jun 2021
25 May 2021
8 Jun 2021
26 May 2021
31 May 2021
Amount
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including , hand packing, rolling, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. from km 0.000 to km 92.270 (as per Measurement Sheet atteched)
Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate shown in 500-1 using mechanical means.) (ii) Medium Porosity
Tack coat (Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at required rate on the prepared bituminous/granular surface cleaned with mechanical broom.) (ii) Dry and Hungry Bituminous Surface
Close Graded Premix Surfacing/Mixed Seal Surfacing (Mechanical means using HMP of appropriate capacity not less than 75 tonnes/hour. Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-a) or 13.2 mm to 0.09 mm (Type-b) aggregates using penetration grade bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade)
Clearing road side vegetation, brush wood mooli bamboos, overgrown grass including removal etc. along existing road side, and disposal of the cut bushes down hill side of the road formation. This jungle clearance should includes minimum height of Clearance of 4.5m from top of pavement on uphill side of the road including road shoulder and all the bushes on the shoulder and down hill side of the road.
Land Slide Clearance in soil (Clearance of land slides in soil and ordinary rock by a Excavator / Back Hoe 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
Construction of Retaining Wall - This item shall be constructed only upon instruction from Engineer at specified locations on need basis
Construction of Breast Wall - This item shall be constructed only upon instruction from Engineer at specified locations on need basis
Hiring of Dozer D - 80 - A 12 - This item shall be constructed only upon instruction from Engineer at specified locations on need basis - Lumpsum quantity considered
P.C. Lalthantluanga
M/s Bhanwar Lal
C Lalhluna
Nidhi Creative Infrastructure Pvt Ltd
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