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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.4 LAccepted-Finance | L1 | Accepted-Finance As per BOQ Comparative | |
| 2 | L2₹26.9 L+₹2.5 L (10.4%)Rejected-Finance PHAYANG GOMPA COMPLEX AGLING ROAD SKALZANGLING LEH LADAKH J K 194101 | LEH | LEH | LADAKH | 194101 | L2 | Rejected-Finance As per BOQ Comparative |
Tender Value
₹29.9 L
EMD Value
₹59,860
Closing Date
24 May 2021, 4:00 pmClosed
Executive Engineer SSD Nobra
Office of the Executive Engineer SSD Nobra
Providing and laying 100mm thick WMM and 25mm thick SDBC in internal road to Disket under Capex .
2021_PWD_2921_2
SSD/N/26 of 2021-22
Open Tender
Civil Works - Roads
Item Rate
30 days
Nobra
Please refer to tender document
6 documents required · 6 mandatory
₹1,000
Yes
Payable To Executive Engineer SSD Nobra
₹59,860
Yes
5 Jun 2021
3 May 2021
26 May 2021
3 May 2021
24 May 2021
3 May 2021
Amount
Banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and lift upto 1.5 m in All kinds of soil:
Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge
Providing and applying tack 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 W.M.M. @ 0.75 Kg/sqm.
Providing and laying semi- dense 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 equipped 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.25 mm compacted thickness with bitumen of grade VG- 30 @5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.25 mm compacted thickness with bitumen of grade VG- 30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity.incl carriage complete job.
Carriage of earth for an avg lead of 2.0 km
Betong Construction Co
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