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💬 Talk to Our Bidding ExpertCorrigendum Short Term Maint in Nandprayag - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Corrigendum Short Term Maint" in Nandprayag, India.
national highways infrastructure and development corporation ltd
Nandprayag, Uttarakhand, India
NTID 44284396
- Opening Date : Thu 12th March, 2026
- Closing Date : Wed 11th March, 2026
- ₹ 73604506.00
- NTID 44284396
Key Values: Document Cost: 11800.00 | EMD: 1472090.00 | Estimated Cost: 73604506.00
Tender Description
Corrigendum : Short Term Maintenance And Rehabilitation Work Of 2 Lane With Ps Highway From Km. 368.000 To Km. 468.000 Of Rudraprayag To Helang On Nh7 (old Nh58) Under M R Head And At Risk And Cost Of Epc Contractor In The State Of Uttarakhand.
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
1472090.00 -
Document Cost
11800.00 -
Estimated Cost
73604506.00
Latest Corrigendum List
| # | Corrigendum Title | Corrigendum Type |
|---|---|---|
| 1 | Corrigendum-II | Date |
| 2 | Corrigendum-I | Technical Bid |
BOQ Items Total Items : 34 | Total Qty : 151997.94
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Bill of Quantities | ||
| 2 | Dry Lean Cement Concrete Sub- base (Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller,finishing and curing.) | 411.00 | Cum |
| 3 | Cement Concrete Pavement (Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing ) | 685.00 | Cum |
| 4 | Granular Sub-base with Graded Material By Mix in Place Method (Construction of granular sub-base by providing close 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) Grade III | 604.00 | Cum |
| 5 | Wet Mix Macadam laying using by Grader (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in subbase / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.) | 720.00 | Cum |
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