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Short Term Maintenance For One, DEHRADUN - Tender Details
Explore tender information for Short Term Maintenance For One in DEHRADUN, including eligibility, deadlines, and bid specifics.
national highways infrastructure and development corporation ltd
DEHRADUN, Uttarakhand, India
NTID 39424345
Opening Date : Tue 4th March, 2025- Closing Date : Mon 3rd March, 2025
- ₹ 92948481.00
- NTID 39424345
Short Term Maintenance For One Time Improvement Of Road Quality Work From Km- 25.400 To 51.000 (near Silkyara Bend To Barkot Tunnel Portal) On Nh-134 In The State Of Uttarakhand (part-02).
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
1858970.00 -
Document Cost
11800.00 -
Estimated Cost
92948481.00
BOQ Items Total Items : 10 | Total Qty : 80609.64
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Bill of Quantities | ||
| 2 | Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix of 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 MoRT&H specification clause No. 507 complete in all respects.) for GradingII(19 mm nominal size) | 2925.000 | Sqm |
| 3 | Tack coat Providing and applying tack coat with with bitumen VG-10 grade pressure distributor Over dry and hungry bituminous surfaces @0.40 kg/sqm cleaned with mechanical broom. | 58500.000 | Cum |
| 4 | Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of 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 MoRT&H specification clause No. 509 complete in all respects) for Grading-II (bituminous binder @ 5.4 % of mix) | 1755.000 | Cum |
| 5 | Construction of Shoulders Hard Shoulders :- Rate as applicable for sub-base and or base may be adopted as per approved design.Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular subbase by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401) | 4095.000 | Cum |
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