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NTID 44604758
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Inquiry NowLaying Pipeline For Filling Of in Narwana - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Laying Pipeline For Filling Of" in Narwana, India.
- Opening Date : Wed 1st April, 2026
- Closing Date : Tue 31st March, 2026
- ₹ 2275104.00
- NTID 44604758
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
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EMD
45502.00 -
Document Cost
1000.00 -
Estimated Cost
2275104.00
BOQ Items Total Items : 13 | Total Qty : 3950.508
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | HSR Items | ||
| 2 | [11.5.2]12 mm cement plaster of mix : 2. 1:3 (1 cement: 3 fine sand) [Through Rate] | 163.538 | Sqm |
| 3 | [17.71]Relaying of available (removed and stacked) Interlocking Paver Block Pavement having thickness 100mm/80 mm/ 60 mm (average = 80mm) as per drawings and Technical Specification Clause 1504 [Through Rate] | 11.150 | Sqm |
| 4 | [21.28]Providing and fixing steel bar embedded plastic steps of size 263mm x 165mm of orange colour, confirming to specification in pump chambers, manholes etc., having minimum 3mm thick polypropylene polymer confirming to is:10910 encapsulated on 12mm dia ribbed steel bars per IS :1786. The rate include cost of setting the same to correct lines and levels duly embedded in 1:2:4 cement concrete including carriage, loading, uploading, stacking, handling, re-handling etc., complete in all respect to the satisfaction of Engineer-in-charge [Through Rate] | 81.000 | Each |
| 5 | [21.95.3]Providing lowering cutting jointing and testing RCC pipe class NP3 as per IS-458-2003 with spigot and socketed joints manufactured with ISI marked sulphate resistance cement as per ISI 12330 with rubber rings ISI marked antiternmite as required at site in to trenches for all depths and laying out the same to correct alignment gradients and levels including dressing and trimming and cutting of concrete beds and side of trenches, if required jointing with rubber rings in trenches and jointing with 1:3/2 cement sand mortar and with end dowels filled with 1:3/2 cement sand mortar and finishing the joints at an angle of 45 degree with faces of spigot of socket joints cutting and finishing the cut surface to a uniform finish etc. as fully described in item No. 21.38, item 21.44, item 21.45, and item 21.46 including cartage loading and unloading complete in all respects. the internal diametric of the sewer being: 3. 450 mm [Through Rate] | 967.134 | Metre |
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Sales: +91 7383 93 4054