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NTID 45158449
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Inquiry NowImprovements To Nalankulam Soc in Karaikal - Complete Tender Details
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Department of Local Administration
Karaikal, Pondicherry, India
NTID 45158449
- Opening Date : Wed 20th May, 2026
- Closing Date : Wed 20th May, 2026
- ₹ 0.00
- NTID 45158449
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
25300.00 -
Document Cost
525.00 -
Estimated Cost
Refer Documents
BOQ Items Total Items : 5 | Total Qty : 4998
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Code No.2.28.1 Surface dressing of the ground including removing vegetation and in - equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50m and lift upto 1.5m - all kinds of soil | 1625.00 | 1 Sqm (one square metre) |
| 2 | Code No.5.1 Providing and applying primer coat with bitumen emulsion 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. (As per MoRTH specification, 4th Revision) | 1625.00 | 1 Sqm (one square metre) |
| 3 | Code No.5.2 Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg. per sqm. on the prepared bituminous / granular surface cleaned with mechanical broom. (As per MoRTH specification, 4th Revision) | 1625.00 | 1 Sqm (one square metre) |
| 4 | Code No.5.3A Providing and laying bituminous macadam with hot mix plant of capacity not less than 40 to 60 TPH using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 507.7 of MoRTH specification, 4th Revision, to achieve the desired compaction.- Using grade I metal and bitumen - VG30 | 82.00 | 1 Cum (one Cubic Metre) |
| 5 | Code No.5.7A Providing and laying semi-dense bituminous concrete with HMP of capacity not less than 40 - 60 TPH using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per clause 508 of MoRTH specification, 4th Revision, complete in all respects - Using grade-I material and bitumen- VG30 | 41.00 | 1 Cum (one Cubic Metre) |
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