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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical GORAKHPUR UTTAR PRADESH | GORAKHPUR | GORAKHPUR | UTTAR PRADESH | Admitted-Fee/PreQual/Technical |
| 2 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 3 | Admitted-Fee/PreQual/Technical NAGAR NIGAM GORAKHPUR UTTAR PRADESH | GORAKHPUR | GORAKHPUR | UTTAR PRADESH | 273001 | Admitted-Fee/PreQual/Technical |
| 4 | Admitted-Fee/PreQual/Technical 142 SECTOR 16 AVAS VIKAS COLONY FRONT OF RAILWAY LINE SIKANDRA AGRA AGRA UTTAR PRADESH 282007 | AGRA | UTTAR PRADESH | 282007 | Admitted-Fee/PreQual/Technical |
Tender Value
Refer Docs
EMD Value
₹3.7 L
Closing Date
28 Nov 2025, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
EE
Nagar Nigam Gorakhpur
Ward number 13 MohariPur chauraha se Hindustan building material Tak white topping dwara Sadak Sudhar Karya
2025_DOLBU_1091464_1
NCAP ward 13
Open Tender
Civil Works
Percentage
180 days
Gorakhpur
Please refer Tender documents.
2 documents required · 2 mandatory
₹11,800
Nagar Nigam Gorakhpur
₹3.7 L
29 Nov 2025
17 Nov 2025
29 Nov 2025
17 Nov 2025
28 Nov 2025
17 Nov 2025
Dismantling of Flexible pavment and dispoesal of dimental material upto lead of 1000m stacking disposal of unserviceable material and stacking the serviceable material sepretly with all lifts and lead of 1000 metres
Disposal of the dismentaled flaxible pavement before the construction of the opposite side lane lead upto 5 Km (Qty as per item no. 3(a))
Supply and laying of 125 micron poythene sheet under the foundation (for anti salt peter treatment) or over sub-base to act as separation between sub-base and conc. slab (for C.C. road slab), including supply of all materials, labour and T&P required for proper completion of the work.
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, 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.
Construction of Thin White Topping with plain cement concretepavementoverexistingsurfacewithapprovedgrade cement @ 400 kg per cum and as per IRC 76, coarse and fine aggregateconforming to IS383, maximumsizeof coarse aggregatenot exceeding 25mm, mixed inabatchingand mixingplantasperapprovedmixdesign, transportedtosite, laidwithafixedformorslipformpaver, spread, compacted andfinishedinacontinuousoperationincludingprovisionof contraction, expansion, constructionand longitudinal joints, joint filler, separationmembrane, sealantprimer, jointsealant, debondingstrip, dowelbar, tierod, admixturesasapproved, curing compound, finishing to lines and grades as per drawing
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