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| Tender ID | 3813236 |
|---|---|
| Organisation Name | Uttar Pradesh Housing And Development Board |
| Tender Brief | Corrigendum : Internal Sewer And Water Line And Water Sewer Connection Work In Poket C And D, At Bahraich -bhinga Marg Bhoomi Vikas Evam Grahsthan Yojana, Distt.- Bahraich. |
| Last Date For Submission | 16th Apr, 2026 |
| Opening Date | 16 Apr, 2026 |
| Document Cost | 5310.00 |
|---|---|
| EMD | 228000.00 |
| Estimated Cost | 0.00 |
| City | Bahraich |
|---|---|
| State | Uttar Pradesh |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m. 0.00 - 1.50 M BGL | 6233.77 | Cum |
| 2 | Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m. Extra For Every additional lift of 1.50m or part thereof in excavation. 1.50 - 3.00 M BGL | 395.79 | Cum |
| 3 | Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m. Extra For Every additional lift of 1.50m or part thereof in excavation. 3.00 - 4.50M | 1.75 | Cum |
| 4 | Supply & Carting of the following size of the R.C.C. Hume Pipe NP 3 class and specials from store to the site of work lowering the same into trenches is the following depth below G.L. true to alignment, chaulking the same with necessary rubberring and jointing with 1:2 Cement mortar in coarse sand and cement of FM 2.20 to 3.6 including excavation of earth below invert level of pipe cost of all jointing material, costing etc. complete but including excavation and refilling the trenches from G.L. to the invert level of pipe as per statement. 250 mm Dia NP3 Class Pipe 0.00 - 1.50 BGL | 393.79 | Rm |
| 5 | Supply & Carting of the following size of the R.C.C. Hume Pipe NP 3 class and specials from store to the site of work lowering the same into trenches is the following depth below G.L. true to alignment, chaulking the same with necessary rubberring and jointing with 1:2 Cement mortar in coarse sand and cement of FM 2.20 to 3.6 including excavation of earth below invert level of pipe cost of all jointing material, costing etc. complete but including excavation and refilling the trenches from G.L. to the invert level of pipe as per statement. 250 mm Dia NP3 Class Pipe 1.50 - 3.00 BGL | 816.21 | Rm |
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