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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 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 5 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹35.6 L
EMD Value
₹77,000
Closing Date
19 Apr 2025, 3:00 pmClosed
Executive Engineer, Temp. Div., PWD, Rishikesh
Executive Engineer, Temp. Div., PWD, Rishikesh
Construction work of road with interlocking tiles from Dhaniram Uniyal shop to Shri Sadanand Uniyal house at the vacant area of Kothari Mohalla Ward No. 05 in Doiwala constituency of Dehradun district.
2025_pwd_82409_1
623/Nivida Date 28.03.2025
Open Tender
Civil Works - Roads
Item Rate
270 days
Doiwala constituency
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,950
Executive Engineer, Temp. Div., PWD, Rishikesh
₹77,000
19 Apr 2025
5 Apr 2025
19 Apr 2025
5 Apr 2025
19 Apr 2025
11 Apr 2025
Amount
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and cam
Providing and Laying of Interlocking Concrete Block (M-35) Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504.
Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C. grade M 20 Nominal mix (1:2:4)
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause
Surface Drains in Soil (Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within
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