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NTID 39819323
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Construction Of Main Approach , Chittaranjan - Tender Details
Explore tender information for Construction Of Main Approach in Chittaranjan, including eligibility, deadlines, and bid specifics.
ASANSOL DURGAPUR DEVELOPMENT AUTHORITY
Chittaranjan, West Bengal, India
NTID 39819323
- Opening Date : Fri 11th April, 2025
- Closing Date : Tue 8th April, 2025
- ₹ 2982425.00
- NTID 39819323
Key Values: Document Cost: 0.00 | EMD: 59648.00 | Estimated Cost: 2982425.00
Tender Description
Construction Of Main Approach Road From Desbandhu Chittaranjan Avenue To Mamra Bazar Road Via. Sri Sri Jagannath Mandir Within Ward No. - 23 Under Dmc Area
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
-
EMD
59648.00 -
Document Cost
Refer Documents -
Estimated Cost
2982425.00
BOQ Items Total Items : 9 | Total Qty : 2768.96
| # | 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. (b) For each additional Depth of 450mm and part thereof. | 1048.0000 | Sqm. |
| 2 | Supplying, spreading and consolidating an uniform and homogeneous mixture of Stone Dust and Sand (mixed in proportion of 3 : 1 by volume and by any approved method as per direction of Engineer-in Charge) to the required thickness in layers at 97% Proctor Density (not less than 1.7 gm/cc) with power roller to proper gradient and camber, including watering as necessary, lighting, guarding, barricading and making adequate earthen bundh where necessary to protect the edges and curing with water for 2 to 3 days, mending cracks and depressions by rolling where necessary complete as per Specification including all incidental charges of roller, cost of fuel & lubricants. | 115.2800 | Cum. |
| 3 | Construction of granular sub-base by providing graded material, mixing in Wet Mix Plant at OMC, carriage of mixed material to work site, spreading in uniform layers with Motor grader on prepared surface in proper grade and camber, compacting with vibratory power roller to achieve the desired density, including lighting, guarding, barricading, including cost of all materials, machinery, tools and plants and cost of quality control complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (v) Grading V | 131.0000 | Cum. |
| 4 | Construction of granular sub-base by providing graded material, mixing in Wet Mix Plant at OMC, carriage of mixed material to work site, spreading in uniform layers with Motor grader on prepared surface in proper grade and camber, compacting with vibratory power roller to achieve the desired density, including lighting, guarding, barricading, including cost of all materials, machinery, tools and plants and cost of quality control complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (iii) Grading III | 131.0000 | Cum. |
| 5 | Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including screening of aggregates and granular materials, premixing the material with water at OMC in Wet Mix Plant, carriage of mixed material by tipper to site, laying in uniform layers with Paver in Sub- base / Base course on well prepared surface and compacting with Vibratory Roller to achieve the desired density, including supply of all materials, machinery, fuel and lubricants, including incidental costs for lighting, guarding, barricading, making earthen bundh to protect the edges including cost of quality control complete as per Clause 406 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). | 262.0000 | Cum. |
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