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NTID 45997744
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💬 Talk to Our Bidding Expert8-naya Moradabad Yojana Ke Ant in Moradabad - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "8-naya Moradabad Yojana Ke Ant" in Moradabad, India.
Moradabad Development Authority
Moradabad, Uttar Pradesh, India
NTID 45997744
- Opening Date : Tue 11th August, 2026
- Closing Date : Mon 10th August, 2026
- ₹ 24580946.00
- NTID 45997744
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
491700.00 -
Document Cost
5900.00 -
Estimated Cost
24580946.00
BOQ Items Total Items : 47 | Total Qty : 33124.6
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | PART A (ROAD WORK) Earth work by mechinical / manual means in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and for all lift :in All kinds of soil DSR NO. 2.2.1/2023 (Rate 395.30) | 2090 | Cum |
| 2 | 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, compacted of work. as direted by Engineering in incharge. stone ballast granullar 53mm to 26.50mm @27.56%,26.5 to 9.5 mm @22.5%,9.5 to 4.75 mm @10%,4.75 mm below @mm below @40% all complete. (Analyses Rate) | 1012 | Cum |
| 3 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. compacted of work. as direted by Engineering in incharge. wirtth stone ballast granullar 45mm to 22.4 mm @30% ,22.4 to 2.36 mm @40% 2.36 mm to 75 micron @30% all complete. | 695 | Cum |
| 4 | Providing and applying Primer Coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means. All complete. | 3745 | Sqm |
| 5 | Providing and applying Tack Coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg/sqm on prepared bituminous surface cleaned with mechenical broom. MORTH AR | 7486 | Sqm |
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