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NTID 46625596
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💬 Talk to Our Bidding Expert1-ramganga Nadi rampur Road in Moradabad - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "1-ramganga Nadi rampur Road " in Moradabad, India.
Moradabad Development Authority
Moradabad, Uttar Pradesh, India
NTID 46625596
- Opening Date : Mon 28th September, 2026
- Closing Date : Sat 26th September, 2026
- ₹ 10178958.00
- NTID 46625596
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
203600.00 -
Document Cost
5900.00 -
Estimated Cost
10178958.00
BOQ Items Total Items : 15 | Total Qty : 14740.2
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | 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 DSR item no. 2.2.1 (Rate 395.30) | 2700 | Cum |
| 2 | Extra for compaction of earth work in embankment under optimummoisture conditions to give at least 95% of the maximum dry density (proctor density). DSR item no. 16.2 (Rate 24.85) | 1875 | Cum |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. D.S.R. 2023 Item No. 2.8.1 (Rate 260.30) | 560 | Cum |
| 4 | 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.( Analysis rate) | 630 | Cum |
| 5 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge 80 mm thick C.C. paver block of M-35 grade with approved colour design and pattern.. DSR 2023 16.91.2 (RATE-1091.50) | 4200 | Sqm |
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