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| Tender ID | 2150596 |
|---|---|
| Organisation Name | Water Resources Department |
| Tender Brief | Corrigendum : Estimate For Re Lining Lining Of W/c By Laying Underground Pipeline Of O L Rd 44200r Of Mahorana Disty Village Bhullran Distt.sangrur Laying And Jointing Of Rcc Ugpl System And Other Allied Works In Construction Of Watercourse |
| Last Date For Submission | 9th Mar, 2026 |
| Opening Date | 09 Mar, 2026 |
| Document Cost | 590.00 |
|---|---|
| EMD | 60000.00 |
| Estimated Cost | 3000000.00 |
| City | Sangrur |
|---|---|
| State | Punjab |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Earth work Excavation for pipe line in trenches and pits up to 1.5 meters depth in open area where disposal of surplus earth is done alongwith alignment, including trimming and dressing sides, levelling of beds of trenches to correct grade, cutting joint holes, refilling; consolidation and watering of refill in 15cm layers and Restoration of unmetalled or unpaved surface to its original condition excluding cost of shoring and timbering but including the cost of dewatering of rain water, diversion for traffic, night signals, providing & fixing caution boards, watching, fencing etc. Depth upto 0 to 1.5 mtr. | 1.000 | Cum |
| 2 | Earth work Excavation for pipe line in trenches and pits up to 1.5 meters depth in open area where disposal of surplus earth is done alongwith alignment, including trimming and dressing sides, levelling of beds of trenches to correct grade, cutting joint holes, refilling; consolidation and watering of refill in 15cm layers and Restoration of unmetalled or unpaved surface to its original condition excluding cost of shoring and timbering but including the cost of dewatering of rain water, diversion for traffic, night signals, providing & fixing caution boards, watching, fencing etc. Depth upto 1.5 to 2.25mtr. | 1.000 | Cum |
| 3 | Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres. | 1.000 | Cum |
| 4 | Earthwork Undressed involving an avg. horizontal throw upto 2 mtr. and an avg. Vertical Lift upto 0.5 mtr. including Breaking of Clods Item No.6.2(a) of CSR 2020 | 1.000 | Cum |
| 5 | Earth work undressed with combined lead upto 15mtr. including breaking of clods Item No.6.2(b) of CSR 2020 | 1.000 | Cum |
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