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NTID 45836973
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Inquiry NowProviding The Basic Infrastruc in Mehsana - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Providing The Basic Infrastruc" in Mehsana, India.
- Opening Date : Refer Documents
- Closing Date : Fri 7th August, 2026
- ₹ 481007491.79
- NTID 45836973
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
4810075.00 -
Document Cost
21240.00 -
Estimated Cost
481007491.79
BOQ Items Total Items : 50 | Total Qty : 646006.12
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Name of work: Providing the basic infrastructure facilities like roads, water supply network, street light at ALUVAS Industrial Estate with five year free maintenance.SCHEDULE..B / PRICE BID A RoadPART..1 FOR: ROADFlexible Pavement RoadsClearing and grubbing road land including uprooting rank vegetation grass bushes, shrubs, sapling and trees girth upto 300 mm removal of stumps of trees cut earlier and disposal of unserviceable materials and same to be used auctioned including all lead and lift or as directed by engineer in charge also including removal and disposal of top organic soil not exceeding 150 mm thickness by mechenical means in area of thorny jungle | 123.320 | Hect. |
| 2 | Earth work for embankment having CBR not less than 8 Percentage using yellow earth brought from out side with all lead and lift having PI value less than 15 including braking clods,dressing with all lead and lift, and including watering, rolling and consolidation of sub..grade in layers not exceeding 200 mm thickness at OMC to required dry density including filling the depressions which occur during the process using earth compactor. | 292791.000 | Cum |
| 3 | Graded Granular sub base GSB Construction of granular sub..base by providing and laying of compacted thickness of 200 mm Grading 5th Granular sub base GSB in Two equal layers each layer should be less than 125 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 and H and compactor to the required density with vibratory roller in all seasons as per MORT and H, maintaining the required slope and grade during the operation as approved by the engineer in charge and 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 | 25745.000 | Cum |
| 4 | Wet Mix Macadam WMM Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam spacification including premixing the materials with water at OMC in mechanical mix plant carriage of mixed materials by tipper to site, laying in uniform layers Layer should not be more than 200 mm with paver in sub base/base course on well prepared surface and camber with Sensor paver consolidation by vibratory road roller to achieve the desired density by using machine crushed chips as per required gradation mixing with required optimum quantity of water incl material, labour, plant and machinary and equipment etc. complete by plant mix method. Using mechanical paver . | 29278.000 | Cum |
| 5 | Providing and applying primer coat with bitumen emulsion SS1 on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. | 92371.000 | Sqm |
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