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| Tender ID | 2785534 |
|---|---|
| Organisation Name | Irrigation And Waterways Department |
| Tender Brief | Corrigendum : Rehabilitation Work Of Downstream Of Tilpara Mihirlal Barrage Within Block-suri-i, P.s.- Suri, Dist. Birbhum |
| Last Date For Submission | 16th Mar, 2026 |
| Opening Date | 16 Mar, 2026 |
| Document Cost | 0.00 |
|---|---|
| EMD | 5000000.00 |
| Estimated Cost | 898271076.00 |
| City | BIRBHUM |
|---|---|
| State | West Bengal |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m. a) In ground floor including roof. (b) above 150 mm. thick. | 995.420 | Cum |
| 2 | Excavation for Structures Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge . I. In all sorts of soil excluding marshy soil & rocks (soft or hard) by manual means. a) upto 3 m depth (iii) Without pumping out water but including shoring as required | 78474.740 | Cum |
| 3 | Excavation for Structures Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge . I. In all sorts of soil excluding marshy soil & rocks (soft or hard) by manual means. b) 3 m to 6 m depth (iii) Without pumping out water but including shoring as required | 75592.810 | Cum |
| 4 | Excavation for Structures Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge . I. In all sorts of soil excluding marshy soil & rocks (soft or hard) by manual means. c) Above 6 m depth (iii) Without pumping out water but including shoring as required | 35505.380 | Cum |
| 5 | Sand filling in foundation trenches and at the back of abutments, wing-walls etc. with good local sand free from earth in layers not exceeding 15 cm. including inundating each layer by profuse water and poking and ramming layer by layer complete including supply of sand. Quality of sand is to be approved by the Engineer-in-charge. 1. Labour rate per m is provided; Cost of sand is to be added to arrive at the complete item rate. 2. Compaction factor of dry clean sand is 0.835 | 9324.110 | Cum |
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