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NTID 42973359
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Inquiry NowConstruction Of New Black Top in Khorda - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Construction Of New Black Top " in Khorda, India.
- Opening Date : Tue 16th December, 2025
- Closing Date : Fri 12th December, 2025
- ₹ 5201292.00
- NTID 42973359
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
-
EMD
52013.00 -
Document Cost
11800.00 -
Estimated Cost
5201292.00
BOQ Items Total Items : 23 | Total Qty : 10983.99
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Clearing and grubbing road land including uprooting rank vegitation, grass, bushes, shrubs, saplings and trees girth up to 300mm, removal of stumps of trees cut earlier and disposal of unserviceable materials to be used or auctioned upto a lead of 1km including removal and disposal of top organic soil not exceeding 150mm in thickness. | 3030.00 | Sqm |
| 2 | Loosing, Levelling & Compacting the Original ground supporting Embankment to facilitate placement of first layout of Embankment scarified to depth of 150 mm mixed with water at OMC & then compacted by rolling so as to achieve minimum dryDensity as given in table 300-2 for Embankment construction and clause MOSRT & H-Specification for Road & Bridge works (4th Revision, A/R page 158, Item 37) | 454.50 | Cum |
| 3 | Supplying Laying moorum Sub-grade in layer not exceeding 225 mm watering and compacting to the requir density in OMC with vibrator roller including cost, carraige and roylty etc as per direction of the Engineer-in-charge. | 1436.85 | Cum |
| 4 | Supplying, Providing & Laying in approved layer Thickness to line grade cross section & construction Granular Sub-base class graded II as shown in the drawing using crushed stone aggregate conforming to grading specified in Table 400-1 & 400-1A & in accordance with physical requirement in BS 812 part III Technical specification part 1/II of specification of MORTH (4th Rev.) spreading the same with motor grader of the adequate capacity with hydraulic controlled blades and then compacting the same with vibratory Roller of minimum 80 to 100 KN static weight of Equivalent capacity to achieve minimim required density | 402.50 | Cum |
| 5 | Supplying, mixing, providing, laying in the approved layer thick to line level grade and slope and constructing as per approved working drawing and approved mix design of wet mix macadam (WMM) with different grades of materials mentioned in the Table (400) and Technical Specification part I/III Cl. 112 of specification for road and bridge work MORTH (4th Revision) including mixing in the approved mixing plant with arrangement for the controlled addition of water and Transporting the mix from the plant to site by trucks/tippers and unloading the same to the hopper of the self propelled sensor paver, paving the same compacting by vibrating roller of 80.... | 395.00 | Cum |
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