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NTID 43224904
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💬 Talk to Our Bidding ExpertNagar Panchayat Patla Mai Vand in Modinagar - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Nagar Panchayat Patla Mai Vand" in Modinagar, India.
Directorate of Local Bodies UP
Modinagar, Uttar Pradesh, India
NTID 43224904
- Opening Date : Wed 7th January, 2026
- Closing Date : Tue 6th January, 2026
- ₹ 1725227.00
- NTID 43224904
Key Values: Document Cost: 2035.00 | EMD: 172522.00 | Estimated Cost: 1725227.00
Tender Description
Nagar Panchayat Patla Mai Vandana Yojna Ke Antargat Prachin Shiv Mandir Ke Renovation Ka Karya
Documents
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Document-1
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
-
Document-2
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
Costs
-
EMD
172522.00 -
Document Cost
2035.00 -
Estimated Cost
1725227.00
BOQ Items Total Items : 27 | Total Qty : 3438.64
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Concrete with 4 cm. gauge brick ballast, Fine sand of 1.25 F.M. and cement, in proportion of 12:6:1 in foundations and under floors,including supply of all materials, labour, Tools& plants etc. required for proper completion of the work | 2.48 | Cum |
| 2 | Supplying, fitting and placing with MS bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 including bending for proper and necessary completion of the work and including supply of steel and wastages, bends, hooks and authorised overlapping shall be measurised as per direction of Engineer-in-charge. | 3.15 | Qty. |
| 3 | R.C.C. work with Cement approved coarsesand and 2 3/4") gauge approved stoneballast in the proportions of 1:1.5:3 in lintels fodoors and windows excluding supply einforcement and its binding but including itsfixing and binding the same with 24 B.W.G.G.I., binding wire and including necessarycentering and shuttering etc. and also includingsupply of all materials, labour and T & P etc.required for proper pletion of the work.Excluding cost of Binding wire. | 4.46 | Cum |
| 4 | 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 achieve the desired density, complete as per clause 401 | 13.69 | Cum |
| 5 | Construction of un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M 30(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 sideformwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges,steel plates including levelling theformwork as per drawing), spreading the concrete with shovels, rakes, compa cted 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. | 16.43 | Cum |
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