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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 VILLAGE KWARBAN PO BELTARI DISTRICT PITHORAGARH | PITHORAGARH | UTTARAKHAND | 262501 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹54.0 L
EMD Value
₹91,500
Closing Date
30 Jan 2026, 3:00 pmClosed
Executive Engineer, Temp. Div. PWD Chakrata
Executive Engineer, Temporary Division, PWD, Chakrata
Construction work of motor road from Shilgur Mandir Sawai Danda to Dadhoi Masrad Danda in Chakrata assembly constituency of Dehradun district under T.S.P. (Second phase stage-I)
2026_pwd_91026_1
176/4A, Date 13.01.2026
Open Tender
Civil Works - Roads
Item Rate
90 days
Sawai Danda to Dadhoi Masrad Danda in Chakrata
Please refer Tender documents.
2 documents required · 2 mandatory
₹3,540
Executive Engineer, Temp. Div. PWD Chakrata
₹91,500
31 Jan 2026
17 Jan 2026
31 Jan 2026
17 Jan 2026
30 Jan 2026
22 Jan 2026
Excavation in hill side in all types of soil and rock etc.as met as site of work including lead and lift as per plan, L-section including disposal od surplus excavated materials and debris as per direction of Engineer-In-Charge. including filling.
Construction of back pillars of RR 1:6 stone masonary and Plastered with 1:4 Mortar, of length 300mm, width 300mm and height 400mm of which 100 mm shall be below ground level as per Fig. 1600.1 (b) and Technical Specification Clause 1602.3 of MORD specifications
Construction of Job pillers of RR 1:6 stone masonary and Plastered with 1:4 Mortar, of length 400mm, width 400mm and height 600mm of which 100 mm shall be below ground level as per Fig. 1600.1
Muck Disposal
Excavation in foundation for retaining & breast walls in all types of soils and rocks including lead, lift and disposal of surplus material as per direction of engineer - in - charge.
Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Gabions of galvanized steel, of size 3mX1mX1m with two diaphragms at 1minterval, having mesh opening 100mmx120 mm, mesh wire diameter 3 mm for gabions, edge/selvedge wire diameter 3.9 mm and lacing wire diameter 2.2 mm. (The work includes filling boulders in the gabions).
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(Muc.Disposal)
finance_107847.pdf
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