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NTID 43526066
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💬 Talk to Our Bidding ExpertAddl Amravati Indl Are Pm Mitr in Warud - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Addl Amravati Indl Are Pm Mitr" in Warud, India.
Maharashtra Industrial Development Corporation
Warud, Maharashtra, India
NTID 43526066
- Opening Date : Wed 25th February, 2026
- Closing Date : Tue 24th February, 2026
- ₹ 1744087204.00
- NTID 43526066
Key Values: Document Cost: 30680.00 | EMD: 8720500.00 | Estimated Cost: 1744087204.00
Tender Description
Addl Amravati Indl Are Pm Mitra Park Amravati Nandgaonpeth Package I Providing Trunk Infrastructure Roads Water Supply Network Street Lights Plug And Play Sheds Amenities Like Security Command And Control Center With Scada Admin Building Allied Works
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
8720500.00 -
Document Cost
30680.00 -
Estimated Cost
1744087204.00
BOQ Items Total Items : 334 | Total Qty : 804987.02
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Construction of concrete road | ||
| 2 | Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed. ( Rates excluding GST ) | 21950.00 | Cum |
| 3 | Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete. ( Rates excluding GST ) | 36407.00 | Sqm |
| 4 | Conveying materials obtained from road cutting including all lifts, laying in layers of 20cm. to 30cm. breaking clods, dressing to the required lines, curves, grades and section, watering and compacting to not less than 97% of standard proctor density for a lead of 300m. to 500m. inclusive, from the site of excavation to the site of deposition as directed. ( Rates excluding GST ) | 19760.00 | Cum |
| 5 | Stabilization of Soil or Sub-Base/Base Course or Existing Pavement Crust upto the required depth by In-Situ Stabilization method using Cement / Cementitious additives / Chemical additives / Combination: - Providing and pre-spreading of Binder (Cement / Cementitious additives / Chemical additives / combination) at rate of required quantity (% by weight) as per job mix design in accordance with IRC 37-2018 using a truck-mounted automated binder spreader with micro-processor controlled weighing and spreading system. The binder spreader shall have variable working width upto 2.4m to efficiently manage the width of the whole pavement. The in-situ stabilization process shall be carried out using a self-propelled wheeled Stabilizer / Reclaimer with a minimum working width of 2m or 2.4m and minimum engine horsepower of 305 kW having in-built automated water-spraying and depth control systems with variable working depth of up to 500 mm. The entire in-situ process shall be carried out in a single pass including pulverizing of soil/aggregates/combination or milling of existing asphalt pavement and simultaneous mixing with pre-spread binder (cement/additive) and water to the desired depth. The resultant stabilized mix shall be compacted using a vibratory padfoot compactor of 14-20 tonne weight as per design depth and then graded to the required profile, level and thickness using a motor grader. The graded surface shall be then compacted using a smooth vibratory roller to achieve the desired proctor density as per IRC 37-2018 and complete in all respects including curing with water as required including all materials, labor, machinery, etc. Necessary graded stone aggregates shall be added by pre-spreading with cement to achieve desired gradation and profile of the road. The minimum unconfined compresssive strength (UCS) of stabilized sub-base should be 4.5 / 7 MPa after 7 / 28 days curing as per IRC 37-2018 .Also, durability aspects (wet-dry cycles) of stabilized sub base should be satisfied as per IRC 37-2018 .The gradation mixes and materials should be as per IRC 37-2018. | 1490.00 | Cum |
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