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NTID 44274452
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Inquiry Now9- Dhhakka Me Chandmari Ki Bhu in Moradabad - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "9- Dhhakka Me Chandmari Ki Bhu" in Moradabad, India.
Moradabad Development Authority
Moradabad, Uttar Pradesh, India
NTID 44274452
- Opening Date : Mon 16th March, 2026
- Closing Date : Mon 16th March, 2026
- ₹ 70452027.00
- NTID 44274452
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
1409100.00 -
Document Cost
5900.00 -
Estimated Cost
70452027.00
BOQ Items Total Items : 16 | Total Qty : 102339.87
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Earth work in embankment in ordinary soil loam clay and sand. Earthwork in cutting will be with 1.5m lift and 30cm lead earth for filling will be brought from a distance of 8km including cost of earth, loading, unloading, spreading 20cm layer all complete as per engineer in charge. PWD SOR 2025 | 23065.00 | 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. | 4625.87 | 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. | 2657.00 | Cum |
| 4 | Extra for compaction of earth work in ebankment under optimum moisture condition to give at least 95% of the mazimum dry density (proctor density )SOR 253 B-253 A/2022 | 23065.00 | Cum |
| 5 | Providing and applying Primer Coat with bitumen emulsion SS1 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. | 17713.50 | Sqm |
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