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NTID 40085184
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Corrigendum Construction Of in Alipurduar – Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Corrigendum Construction Of " in Alipurduar, India.
NORTH BENGAL DEVELOPMENT DEPARTMENT
Alipurduar, West Bengal, India
NTID 40085184
- Opening Date : Mon 19th May, 2025
- Closing Date : Thu 15th May, 2025
- ₹ 8295525.00
- NTID 40085184
Key Values: Document Cost: 1000.00 | EMD: 165911.00 | Estimated Cost: 8295525.00
Tender Description
Corrigendum : Construction Of Cement Concrete Road From Fulkumar Rava Tea Shop Via House Of Shyamal Rava To 17th Mile At Poro Basti, Part No.-11/248 Within Rajabhatkhawa Gp Under Kalchini Block In The District Of Alipurduar In The Year Of 2025-26
Documents
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Buy This Document-
Document-1
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
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Document-2
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
Costs
-
EMD
165911.00 -
Document Cost
1000.00 -
Estimated Cost
8295525.00
Latest Corrigendum List
| # | Corrigendum Title | Corrigendum Type |
|---|---|---|
| 1 | Date Corrigendum for NIeT- 04(Sl. No.05)/2025-26 | Date |
BOQ Items Total Items : 16 | Total Qty : 8767.25
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Box cutting or filling in Road embankment in all sorts of soil including spreading the spoils properly over the flank as necessary or on berm to approximate grade & camber and rolling the sub-grade with power roller to proper camber and grade as per direction and satisfaction of Engineer-in-charge including uprooting and removing plants and jungles when and where necessary. (a) Depth up to 150 mm. | 4200.00 | Sqm |
| 2 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge . (a) Depth upto 3 m. iv) Without pumping out water and shoring | 48.00 | Cum |
| 3 | Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1 for Rural Roads of MORD. (Borrow pit /pre work post work measurement) | 504.00 | Cum |
| 4 | Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1 for Rural Roads of MORD. (Borrow pit /pre work post work measurement) Carriage up to 2.00 KM | 1176.00 | Cum |
| 5 | Construction of Sub Base using Local Materials: Construction of Sub Base using Local Materials, spreading in uniform layers with Motor grader on prepared surface, including screening the metal as necessary, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, lighting, guarding and barricading including cost and carriage of all materials and making necessary earthen bundh of one metre wide on each side to protect the edges complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (iv) For Construction of Sub Base by compacting River Bed Materials. | 645.75 | Cum |
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