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Tender Value
Refer Docs
EMD Value
₹2.5 L
Closing Date
14 Sept 2026, 2:00 pm
Executive Engineer
C.D. P.W.D. Kapkot
Under the State Plan work of motor road from Sheep Farm Karmai to Doula in Kapkot assembly constituency of Bageshwar Distt (second phase stage-I). ( Km 0.00 to 5.00) Length 5.00 Km .
2026_pwd_98142_1
1669/Nivida dated 22/07/2026
Open Tender
Civil Works
Item Rate
270 days
Kapkot(Bageshwar)
2 documents required · 2 mandatory
₹4,720
Yes
Tender Fee Head 0059018000600
₹2.5 L
Yes
14 Sept 2026
28 Jul 2026
14 Sept 2026
28 Jul 2026
14 Sept 2026
28 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in hill side cutting for in all types of soils and rocks met at site for making the road width and grade as per plan and L-section of road including uprooting and cutting of bushes, dressing of road surface to required level and slopes also including all leads, lifts and disposal of surplus/excavated earth as directed by Engineer -in-charge also including supply of all material, labour, T&P etc. required for proper completion of the work. ( Length 5.00 Km) | 1 | Job | - | - |
| 2MUCK Disposal Plan | |||||
| 2.1 | 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 | 120 | Cum | - | - |
| 2.2 | 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 3.0mm, edge/selvedge wire diameter 3.9 mm and lacing wire diameter 2.2. (The work includes filling boulders in the gabions). | 264 | Nos | - | - |
| 2.3 | Removal of unsuitable soil with disposal up to 1000 m .removal of unsuitable soil including exacavation compaction ground supporting embankment subgrade replacementby suitable soil ,which shall be paid separately as per clause 303.5.2 as per technical specifications clause 302.3.11 | 7,057.5 | Cum | - | - |
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