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| Tender ID | 4326134 |
|---|---|
| Organisation Name | Public Works Department |
| Tender Brief | Corrigendum : Under Honble Chief Minister Announcement No. 333-2019 Upgradation Work Into 1.5 Lane Of State Highway-70 From Satrahamil To Nanaksagar Portion In Khatima Assembly Constituency Of Udham Singh Nagar District. |
| Last Date For Submission | 5th Jun, 2026 |
| Opening Date | 06 Jun, 2026 |
| Document Cost | 5900.00 |
|---|---|
| EMD | 6663000.00 |
| Estimated Cost | 282318454.00 |
| City | Rudrapur |
|---|---|
| State | Uttarakhand |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Trimming of grass and weeds from the shoulders/berms and disposing off the same to suitable locations as per technical specifications Clause 1914 | 66640.000 | Sqm |
| 2 | Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift up to 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead up to 1000 m as per Technical Specification Clause 301.5 | 12565.330 | Cum |
| 3 | Excavation in Soil using Hydraulic Excavator and Tippers with disposal up to 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 Cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift up to 1.5 m and lead up to 1000 m as per Technical Specification Clause 302.3 | 16077.500 | Cum |
| 4 | Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire (@ 32 Kg/ 10 Sqm) conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301 | 4500.000 | Cum |
| 5 | Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. Using naturally occuring gravel. | 12050.680 | Cum |
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