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NTID 43841013
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💬 Talk to Our Bidding ExpertCorrigendum Estimate For Lay in Bassi Pathana - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Corrigendum Estimate For Lay" in Bassi Pathana, India.
Department Of Water Resources
Bassi Pathana, Punjab, India
NTID 43841013
- Opening Date : Thu 5th March, 2026
- Closing Date : Thu 5th March, 2026
- ₹ 3848691.00
- NTID 43841013
Tender Description
Documents
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Download Now – Only ₹200-
Document-1
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
-
Document-2
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
Costs
-
EMD
76974.00 -
Document Cost
500.00 -
Estimated Cost
3848691.00
Latest Corrigendum List
| # | Corrigendum Title | Corrigendum Type |
|---|---|---|
| 1 | Corrigendum1 | Date |
| 2 | Corrigendum3 | Date |
| 3 | Corrigendum5 | Date |
| 4 | Corrigendum6 | Date |
| 5 | Corrigendum7 | Date |
| 6 | Corrigendum8 | Date |
BOQ Items Total Items : 15 | Total Qty : 2094.59
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Excavation by mechanical means(JCB or Hydraulic excavator) in trenches for pipe lines with straight or open cutting in streets or open area including and dressing sides levelling of beds of trenches to correct grade, cutting joint holes, refilling consolidation, diversion for traffic, crossing over trenches for access to the houses, watching, fencing, etc. and removal of surplus soil out side/inside the town involving lead upto 15 meter complete in all respect. | 7,829.16 | cum |
| 2 | Lowering, jointing of RCC NP-2 plain end pipes 350 mm dia laying same to correct gradient and alignment and jointing ends and fixing collars with cement mortar 1:2 as per IS 458:2003 in all depths complete in all respect. | 6,214.44 | Mtr |
| 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 renches, 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 | 309.05 | cum |
| 4 | cement concrete 1:4:8 | 41.26 | cum |
| 5 | Cement concrete 1:2:4 | 53.98 | cum |
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