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NTID 47134440
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Inquiry NowConstruction Of Flexible Pavem in Rajkot - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Construction Of Flexible Pavem" in Rajkot, India.
- Opening Date : Refer Documents
- Closing Date : Fri 23rd October, 2026
- ₹ 147908218.06
- NTID 47134440
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
1479085.00 -
Document Cost
21240.00 -
Estimated Cost
147908218.06
BOQ Items Total Items : 26 | Total Qty : 256187.83
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Clearing 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 light jungle. | 40.330 | Hec. |
| 2 | Earthwork in cutting including preparing the slope and camber and stacking or utilising the cutting stuff within the Estate as directed by Engineer In charge from the end of cutting with all lead and lift. For all type of Soil, Hard Murrum, Soft Rock and Hard rock. | 81262.000 | Cum |
| 3 | Earthwork using available excavated earth having CBR not less than 8.0 for embankment including breaking clods, dressing with all lead and lift having PI value less than 15 and including watering, rolling and consolidation of subgrade in layers not exceeding 200 mm at O.M.C. to required dry density including filling the depression which occur during the process using power roller 8T to 10T. From borrow area within estate. | 40631.000 | Cum |
| 4 | Graded Granular sub base (GSB)Construction of granular sub-base by providing & 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&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) | 10643.000 | Cum |
| 5 | Wet Mix Macadam 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 ) . | 12100.000 | Cum |
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