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NTID 43120280
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💬 Talk to Our Bidding ExpertConstruction Of New Bituminous in Dinajpur - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Construction Of New Bituminous" in Dinajpur, India.
DISTRICT MAGISTRATE UTTAR DINAJPUR
Dinajpur, West Bengal, India
NTID 43120280
- Opening Date : Tue 13th January, 2026
- Closing Date : Thu 8th January, 2026
- ₹ 0.00
- NTID 43120280
Tender Description
Documents
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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
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EMD
53100.00 -
Document Cost
Refer Documents -
Estimated Cost
Refer Documents
BOQ Items Total Items : 17 | Total Qty : 13160.78
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Dressing and chilchalling Road flanks including cutting and filling with earth up to 150 mm average thickness finished with outward cross-grade of 1 in 30. | 408.000 | Cu.m. |
| 2 | 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) c) (i) With carried earth arranged by the contractor within a radius of 5 km. including cost of carried earth. | 734.400 | Cu.m. |
| 3 | 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. | 1904.00 | Sq.m. |
| 4 | (b) For each additional Depth of 150mm and part thereof. | 1904.00 | Sq.m. |
| 5 | B. By Mix in Place Method : Construction of granular sub-base by providing graded material, mixing by mix in place method with Rotavator at OMC, spreading in uniform layers with Motor grader on prepared surface in proper grade and camber, compacting with vibratory roller to achieve the desired density, including lighting, guarding, barricading, including cost of all materials, machinery, tools and plants including cost of quality control complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (ii) Grading II | 285.600 | Cu.m. |
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