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Tender ID
Tender Value
₹47.0 L
EMD Value
₹1.1 L
Closing Date
13 Apr 2026, 12:00 pmClosed
EE PD PWD Champawat
Office of the EE PD PWD Champawat
Construction of Dugdhori to Bhanauli Motor road length 1.500 km Assembly Champawat Under state plan,
2026_pwd_93645_1
638/5AC date 27-03-2026
Open Tender
Civil Works - Roads
Item Rate
180 days
champawat
As per technical documents
3 documents required · 3 mandatory
₹4,720
EE PD PWD Champawat
₹1.1 L
28 Mar 2026
28 Mar 2026
13 Apr 2026
29 Mar 2026
13 Apr 2026
31 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| - | Hill side cutting in all types of soil as found at site of work including removal and disposal of surpuls excavated materials and debris upto a distance of 30 mts from road side as directed by engg. In charge make the road way as per plan & L-section & also including supply of all labour and T&P and machinary etc) | - | LS job | - | - |
| - | 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 | - | No | - | - |
| - | 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(d) andTechnical Specification Clause 1602.4 of MORD specifications | - | No | - | - |
| - | Providing and Laying of Mechanically Woven DoubleTwisted 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). | - | No | - | - |
| - | Removal of Unsuitable Soil with Disposal upto 1000m.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 | - | Cum | - | - |
| - | Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer-in-charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction | - | Cum | - | - |
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technical.pdf
Tender Documents • 0.82 MB
BOQ_110858.xls
BOQ • 0.28 MB
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