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| Tender ID | 4767880 |
|---|---|
| Organisation Name | Public Works Department |
| Tender Brief | Corrigendum : Consultancy Service For Preparation Of Dpr Detailed Project Report For 125 M Span Bridge Over River Beas At Km 96.550 On Nh 305 In The State Of Himachal Pradesh. Sh Preparation Of Hydraulic Data Geotechnical Investigation Gad General Arrangement O |
| Last Date For Submission | 13th Jul, 2026 |
| Opening Date | 13 Jul, 2026 |
| Document Cost | 2000.00 |
|---|---|
| EMD | 42200.00 |
| Estimated Cost | 2110000.00 |
| City | Kullu |
|---|---|
| State | Himachal Pradesh |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Preparation of Hydraulic data i.e Topography survey by total station equipment for preparation of survey plan, cross section at bridge site, 50 m, 150 m, 300 m, 500 m upstream and down stream of river, L-section of road and river. | 1.00 | Per Bridge |
| 2 | Geo-Tech Investigation for safe bearing capacity by conducting SPT up to 35m as per IS:1892 by core drilling. Bore hole location (Quantity =2x4x20=160 m) 1. Mobilization of necessary equipments, men and materials for geotechnical investigation from one test location to another and remobilizing the same including provision of casing pipe. 2. Collecting undisturbed soil samples at including waxing, labeling, handling and transportation etc. 3. Determination of standard penetration Test (SPT) in all the bore holes at regular intervals and collection of the disturbed soil samples from SPT spoon. 4. Presentation of data as per IRC:78 and work out the Bearing Capacity of the soil for design of the foundations for the construction of proposed bridge. | 40.00 | Per Rmt |
| 3 | Preparation of General arrangement of drawings according to the existing site conditions and submit the same in the form of hard copies as desired by the Engineer-in-Charge. | 1.00 | Per Bridge |
| 4 | Structural Design of Foundation, Sub structure & Super structure as per latest design codes and preparation of working drawings of foundation, Sub Structure & Super Structure and getting the same aprove from higher office of NH wing and MoRTH Delhi including all costs like binding printing, communication, presentation, liasoning with all concerned officers etc.The Work will we carried in accordance with latest desgin specfication and to satisfaction of Engineer -in - charge. Bridge having Span 125 m | 1.00 | Per Bridge |
| 5 | Proof checking of detailed design, structural drawings of COMPOSITE STEEL GIRDER bridge from competent authority such as IIT/NIT/PEC in all respects and submitting the same to higher office for approval. Bridge having Span 125 m | 1.00 | Per Bridge |
6 Days Left