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| Tender ID | 4057091 |
|---|---|
| Organisation Name | Public Works Department |
| Tender Brief | Corrigendum : R R Damage To Jagothi Nallah Tillari Road Sh 900 Mm Dia Hpc At Rd 0 610 1 715 B Wall Annual Repair Rd 0 155 0 175 0 520 0 540 R Wall At Rd 0 492 0 508 0 811 0 820 And Earthen Shoulder |
| Last Date For Submission | 29th Apr, 2026 |
| Opening Date | 30 Apr, 2026 |
| Document Cost | 2000.00 |
|---|---|
| EMD | 51000.00 |
| Estimated Cost | 2592436.00 |
| City | Rohru |
|---|---|
| State | Himachal Pradesh |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Excavation in soil in Hilly Area by manual means 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 drawing and Technical Specification Clause 1603.1 as directed by the Engineer-in-Change | 171.24 | Cum |
| 2 | Earthwork in excavation for structures upto 3 depth as per as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. with in all leads and lifts as per directed by the Engineer-in-Change | 200.94 | Cum |
| 3 | Plain/reinforced cement concrete (1:6:12) in open foundation complete as per drawings and technical specification Clauses 802, 803, 1202 and 1203 within all leads and lifts as per directions of Engineer in charge | 39.76 | Cum |
| 4 | Plain/reinforced cement concrete (1:4:8) in open foundation complete as per drawings and technical specification Clauses 802, 803, 1202 and 1203 within all leads and lifts as per directions of Engineer in charge | 7.74 | Cum |
| 5 | Randon Rubble Stone masonary in cement mortar 1:6 (1 Cement : 6 sand) for foundation complete as as per drawings and technical specification Clauses 702, 704,1202 and 1203 including carriage of material within all leadsa and lifts as per directions of Engineer in charge | 351.80 | Cum |
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