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NTID 39766197
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Providing And Laying Prime Coa, Prayagraj - Tender Details
Explore tender information for Providing And Laying Prime Coa in Prayagraj, including eligibility, deadlines, and bid specifics.
Uttar Pradesh State Bridge Corporation Limited
Prayagraj, Uttar Pradesh, India
NTID 39766197
- Opening Date : Sat 5th April, 2025
- Closing Date : Fri 4th April, 2025
- ₹ 4027204.00
- NTID 39766197
Key Values: Document Cost: 5900.00 | EMD: 400000.00 | Estimated Cost: 4027204.00
Tender Description
Providing And Laying Prime Coat, Tack Coat, Dbm B.c. Etc. Work In Approach And Service Road Of 2 Lane R.o.b. In Lieu X-ing No.-60a At Km (muradipur-bindki Road) Of North Central Railway On Pry-cnb Section In District Fatehpur
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
400000.00 -
Document Cost
5900.00 -
Estimated Cost
4027204.00
BOQ Items Total Items : 14 | Total Qty : 8491.5
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent 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 MORTH specification clause No. 509 complete in all respects | ||
| 2 | Viaduct Portion 50mm thick (as per MORTH specification clause No. 5.8 (509)) | 130.000 | M3 |
| 3 | R.E. Wall Portion 40mm thick (as per MORTH specification clause No. 5.8 (509)) | 84.500 | M3 |
| 4 | Service Road 30 mm thick (as per MORTH specification clause No. 5.8 (509)) | 19.000 | M3 |
| 5 | Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total 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 MoRTH specification clause No. 507 complete in all respects. (Clause-5.6 (507) |
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