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NTID 47028955
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💬 Talk to Our Bidding ExpertResurfacing And Improvements T in K.R. NAGAR - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Resurfacing And Improvements T" in K.R. NAGAR, India.
Ministry of Road Transport and Highways
K.R. NAGAR, Karnataka, India
NTID 47028955
- Opening Date : Fri 13th November, 2026
- Closing Date : Wed 11th November, 2026
- ₹ 48500820.00
- NTID 47028955
Key Values: Document Cost: 11800.00 | EMD: 728000.00 | Estimated Cost: 48500820.00
Tender Description
Resurfacing And Improvements To Ramnathpura-therakambi Road Sh 86 From Kartalu Gate To Hunsuru Border From Km 7 8 To Km 38 69 Selected Reaches Job No Crif Knt 2026 27 008
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
728000.00 -
Document Cost
11800.00 -
Estimated Cost
48500820.00
BOQ Items Total Items : 18 | Total Qty : 51473.935
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned including removal and disposal of top organic soil not exceeding 150 mm in thickness including all labour, usage charges of all machineries,loading, unloading, transportation, with all other incidental charges.etc., (for new roads) By Mechanical Means using dozer in area of Light Jungle and complete as per the specicification and as per the direction of the Engineer-In-Charge for successful completion of work. | 0.99 | Ha |
| 2 | Surface Drain in Soil (New): Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment including all lifts and lead, loading and unloading chargres , all labour charges, usage charges of all machineries, with all other incidental charges etc., complete as per specification and as per the direction of the Engineer-In-Charge for successful completion of work.By Mechanical means. | 5782 | Metre |
| 3 | Construction of sub-grade and Earthen shoulders with approved material obtained from borrow pits, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 laid in layers not exceeding 250 mm thick and compacting it by mechanical means after adding water to its OMC, so as to achieve 97% compaction of maximum dry density and finish the surface to the required camber, grade and cross section etc., speading, grading by motor grador, consolidation by roller including all lifts and lead, loading and unloading chargres, all labour charges, usage charges of all machineries, with all other incidental charges etc., complete. (New road formation) complete as per specification and as per the direction of the Engineer-In-Charge for successful completion of work. | 1993.5 | Cum |
| 4 | Providing and applying tack coat with VG-10 grade bitumen using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom, & dusting by air compressor and spraying including cost of all materials, labour, usage charges of all machinery, loading & unloading, lead,lift, with all other incidental charges etc., complete as per the specification and as per the direction of the Engineer-In-Charge for successful completion of work. | 38528.38 | Sqm |
| 5 | Dense Graded Bituminous Macadam Grading -II: Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates as per table 500-7 of specified grading premixed with bituminous binder VG-30 grade paving bitumen as per clause 504.3.1 complying with IS-73-2013 of specified grading, premixed with bituminous binder at 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects including cost of all materials all labour, usage charges of all machinery all lead, lifts, loading, unloading stacking transporting, with all other incidental charges etc., complete, as per specification and as per the direction of the Engineer-In-Charge for successful completion of work . As per job mix. 50-75mm Compacted Thickness. NOTE: Protection of Dense Graded Bituminous Macadam layer is as per Clause 504.5 of MoRT&H specfification for roads and Bridge work Vth revision. | 1984.21 | Cum |
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