Empowering Indian businesses in the procurement ecosystem since 2012
| Tender ID | 2394070 |
|---|---|
| Organisation Name | Public Works Department |
| Tender Brief | Corrigendum : Additional Hill Side Cutting, Cross Drain And Construction Of Walls Of Dehradun Kimadi Lambidhar Company Garden Road (sh-79) From Km. 1 To 24 Conversion From Single Lane To Intermediate Lane In Mussoorie Constructiontuency Of Dehradun Distt. Under State Sector. |
| Last Date For Submission | 23rd Mar, 2026 |
| Opening Date | 23 Mar, 2026 |
| Document Cost | 5900.00 |
|---|---|
| EMD | 2863000.00 |
| Estimated Cost | 143133000.00 |
| City | Mussoorie |
|---|---|
| State | Uttarakhand |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Earthwork in Hill Road (Hill Side Cutting) (a) Excavation in soil in Hilly Area by mechanical means Without useinng Dozer including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1 (b) Excavation in Hilly Areas in Ordinary Rock by mechanical means not requiring blasting (With out Dozer) Excavation in hilly area in ordinary rock not requiring blasting by mechanical means without using Dozer including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2 (c) Excavation in Hilly Areas in Hard Rock requiring blasting Excavation in hilly areas in hard rock requiring blasting, by mechanical means without using Dozer , lift upto 1.5 m and disposal of excavated rock upto a lead of 20 m as per Clause 1603.2. | 1 | L.S. Job |
| 2 | 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 | 14456.52 | Cum |
| 3 | Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Gabions of galvanized steel, of size 3mX1mX1m with two diaphragms at 1m interval, 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). | 1002 | No. |
| 4 | 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. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. Manual Means | 20200.00 | Rmt |
| 5 | 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 | 50862.95 | Cum. |
6 Days Left