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NTID 42843324
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💬 Talk to Our Bidding ExpertCorrigendum New Construction in Shahjahanpur - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Corrigendum New Construction" in Shahjahanpur, India.
Public Works Department
Shahjahanpur, Uttar Pradesh, India
NTID 42843324
- Opening Date : Thu 11th December, 2025
- Closing Date : Thu 11th December, 2025
- ₹ 7850000.00
- NTID 42843324
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
593000.00 -
Document Cost
2725.00 -
Estimated Cost
7850000.00
Latest Corrigendum List
| # | Corrigendum Title | Corrigendum Type |
|---|---|---|
| 1 | Date 2 | Date |
| 2 | Date 2 | Date |
BOQ Items Total Items : 20 | Total Qty : 24728.7
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Construction of embankment with approved material obtained from side borrow pitsof road with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 2000.0 m as per Technical Specification Clause 301.5 (Carted Earth) | 1174.50 | cum |
| 2 | Construction of embankment with approved material obtained from side borrow pits of road with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 100.0 m as per Technical Specification Clause 301.5 | 5292.00 | cum |
| 3 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits(inside of road) with all lift and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300-2 with a lead upto 100 m as per Technical Specification Clause 303.1 | 702.80 | cum |
| 4 | Excavation for roadway in Siol using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 51.98 | cum |
| 5 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401 | 393.08 | cum |
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