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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 2 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 3 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 4 | Not Admitted-Fee/PreQual/Technical/Finance | Not Admitted-Fee/PreQual/Technical/Finance Not qualified for AOC |
| 5 | Not Admitted-Fee/PreQual/Technical/Finance | Not Admitted-Fee/PreQual/Technical/Finance Not qualified for AOC |
Tender Value
₹83.2 L
EMD Value
₹1.7 L
Closing Date
27 Aug 2021, 12:00 pmClosed
Superintending Engineer, 9th Circle, PWD, Dehradun
Superintending Engineer, 9th Circle, PWD, Dehradun
Construction of Rikhar Besoi link motor road under CM goshna No.-2062/2015 in Vidhan Sabha Chakrata distt. Dehradun.(Stage-1st)
2021_pwd_34969_1
5327/1C-9/21, Dated 24.07.2021
Open Tender
Civil Works - Roads
Item Rate
365 days
Rikhar to Besoi
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,720
Executive Engineer, Temp. Div., PWD, Chakrata
₹1.7 L
27 Aug 2021
29 Jul 2021
27 Aug 2021
29 Jul 2021
27 Aug 2021
12 Aug 2021
Amount
Excavation in hill side cutting along with marked alignment between the job pillers of making the road 5.95meter wide on straight reaches with extra widening of curves as specified as show on plan & section in all short of soil &shales with final dressing of road with clearence of slip during construction period required to proper shape supply of all material labours t&p etc required for proper completion of work.
Removal of Unsuitable Soil with Disposal upto 1000 m Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11
Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Gabions (Zinc plus PVC coated), of size 3mX1mX1m with two diaphragms at 1m interval, having mesh opening 100mmx120 mm, mesh wire diameter 2.7mm/3.7mm, edge/selvedge wire diameter 3.4/4.4 mm and lacing wire diameter 2.2/3.2 mm. (The work includes filling boulders in the gabions).
M/S DINESH CHAUHAN
M/S YASHPAL SINGH
stage.html
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finance_41255.pdf
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