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NTID 47254314
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Inquiry NowWard No 24 Moh Sikri Khurd M in Modinagar - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Ward No 24 Moh Sikri Khurd M" in Modinagar, India.
Directorate of Local Bodies UP
Modinagar, Uttar Pradesh, India
NTID 47254314
- Opening Date : Mon 2nd November, 2026
- Closing Date : Mon 2nd November, 2026
- ₹ 4039400.00
- NTID 47254314
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
402000.00 -
Document Cost
4838.00 -
Estimated Cost
4039400.00
BOQ Items Total Items : 9 | Total Qty : 1645.16
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Earthwork in cutting or in embankment in ordinary soil with Cartage of earth from 7 Km as per si no 253(a) , 261© | 969.38 | Cum |
| 2 | Construction of granular sub base by providing well 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 achive desire density complete as per technical specification clause as per MORD 401 | 184.64 | Cum |
| 3 | M-150 Class B/W in 1:4 cement, coarse sand 1.25 F.M motar in foundation and plinth including supply of all materials, labour , T & P etc. As per P.W.D. S.I. No. 305(a) | 49.78 | cum |
| 4 | 12 mm thick plaster in 1:4 cement and coarse sand mortar on brick work minimum thickness not to be less than 1 cm. including supply of all materials, labour,T & P etc. As per SI No 584(a) | 149.04 | sqm |
| 5 | Construction of un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with grade cement or any other type as per Clause 1501.2.2 M (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and construction joints, applying debonding strips, primer, sealant, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified) and water finishing to lines and grade as per drawing and finished with Power Trowel Cum Floter-Trimix Flooring Machine.Technical Specification Clause 1501. | 272.24 | Cum |
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