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NTID 43688373
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Inquiry NowCorrigendum Widening And Str in Bahraich - Complete Tender Details
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Public Works Department
Bahraich, Uttar Pradesh, India
NTID 43688373
- Opening Date : Wed 18th March, 2026
- Closing Date : Wed 18th March, 2026
- ₹ 265452000.00
- NTID 43688373
Tender Description
Documents
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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
3982000.00 -
Document Cost
12154.00 -
Estimated Cost
265452000.00
Latest Corrigendum List
| # | Corrigendum Title | Corrigendum Type |
|---|---|---|
| 1 | Date | Date |
| 2 | Date2 | Date |
| 3 | Date_1 | Date |
| 4 | Date-5 | Date |
| 5 | Date6 | Date |
| 6 | Date7 | Date |
BOQ Items Total Items : 35 | Total Qty : 260633.96
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Embankment with Local Earth:- Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. | 21500.00 | Cum |
| 2 | Embankment with Carted Earth:- Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.(using carted earth from 3 km) | 5309.37 | Cum |
| 3 | Widening of Existing Road:- Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m | 14126.85 | Cum |
| 4 | Embankment with excavated Earth from Drain/Widening:- Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. | 14126.85 | Cum |
| 5 | G.S.B.grade 1:- Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 | 10750.00 | Cum |
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