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Development Of Parking Facilit, Bharuch - Tender Details
Explore tender information for Development Of Parking Facilit in Bharuch, including eligibility, deadlines, and bid specifics.
Gujarat Industrial Development Corporation
Bharuch, Gujarat, India
NTID 39017776
Opening Date : Refer Documents- Closing Date : Mon 3rd February, 2025
- ₹ 187868813.01
- NTID 39017776
Development Of Parking Facility Including Allied Civil And Electro Mechanical Components At Bulk Drug Park, Gidc, Jambusar.
Key Values: Document Cost: 21240.00 | EMD: 0.00 | Estimated Cost: 187868813.01
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
Refer Documents -
Document Cost
21240.00 -
Estimated Cost
187868813.01
BOQ Items Total Items : 66 | Total Qty : 215583.2
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Clearing and grubbing road land including uprooting rank vegetation grass bushes,shrubs,sapling and trees girth up to 300 mm removal of stumps of trees cut earlier and disposal of unserviceable materials (C) By mechanical means in area of light jungle | 2.800 | Hectare |
| 2 | Excavation for foundation upto 1.5m depth including sorting out and stacking of useful materials and disposing off the excavated stuff upto any lead as directed by engineer in charge | 2254.500 | Cum |
| 3 | Earth work for subgrade of min. 500 mm thick having CBR not less than 8 Percentage using yellow earth brought from outside with all lead & lift having PI value less than 15 including breaking clods dressing with all lead and lift and including watering rolling and consolidation of sub-grade in layers not exceeding 200 mm thickness at O.M.C to required dry density including filling the depressions which occur during the process using power roller 8 to 10 tonne as directed by engineer-in-charge. | 55221.800 | Cum |
| 4 | Construction of granular sub-base by providing & laying of compacted thickness of 200 mm Grading 5th Granular sub base (GSB) in layers of (150 mm with geocell + 50 mm) of graded granular material consisting of machine cut black trap stone aggregate as per grading - V given in table 400-1 of the specification MORT&H and compactor to the required density with vibratory roller in all seasons as per MORT&H , maintaining the required slope & grade during the operation as approved by the engineer in charge & watering to the proper moisture content and sprinkled with the help of truck mounted water tank fitted with suitable arrangement. (fully saturated having CBR value minimum 30) | 4800.000 | Cum |
| 5 | Supplying and laying of ISO Certified HDPE Geocells of Heavy Duty quality, of weld distance 356 mm and depth 150 mm of polymer density minimum 0.935 g/cm3 as per ASTM D 1505, sheet thickness minimum 1.65 mm as per ASTM D 5199, impregnated with carbon black of minimum 2 Percentage as per ASTM D 1603, with 10 mm diameter perforations, not exceeding 12 Percentage of total cell area and rhomboidal texturing over the entire strip on both sides, with Environmental Stress Crack Resistance greater than 5000 hours as per ASTM D 1693 and Seam Peel Strength of 2130 N for 150 mm depth as per US ACE Technical report, GL-86-19, and other parameters as per attached specifications. Geocell of 1.Strata, 2. Meccaferri, 3.Terram Geosynthetics Private Limited | 24000.000 | Sqm |
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