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Tender Value
₹26.8 L
EMD Value
₹26,900
Closing Date
12 Oct 2026, 5:00 pm4d left
Divisional Officer
ROADS AND BUILDINGS DIVISION NO. II, KATAKA, OMP SQUARE
S/R to Kataka-Govindpur-Banki-Simor road for the year 2026-27 (such as patch and pothole repairing with BM and SDBC from 44/250 km to 44/350 km, and 46/500 km to 51/769 km)
2026_EICCL_142733_1
S.E. CTC(RandB)-II-17 of 2026-27
Open Tender
Civil Works - Roads
Percentage
30 days
BANKI
AS PER DTCN
2 documents required · 2 mandatory
₹6,000
₹26,900
Yes
6 Oct 2026
6 Oct 2026
13 Oct 2026
6 Oct 2026
12 Oct 2026
6 Oct 2026
6 Oct 2026 - 9 Oct 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Cleaning the existing blacktopped surface including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. | 6,307 | Sqm | 5.59 | ₹35,256.13 |
| 2 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres. | 753.2 | Sqm | 6.06 | ₹4,564.39 |
| 3 | Re-working of scarified bituminous surface suitably after supplementing base materials with sand and compacting finished surface as per Technical Specifications and as per Clause - 501.8.3.2 of MoSRT&H Specifications for Road & Bridge works (Latest Revision). | 753.2 | Sqm | 11.36 | ₹8,556.35 |
| 4 | Providing Wet Mix Macadam using crushed stone aggregates as per approved drawing and technical specifications complete in all respect as per Section 900 and Clause 406 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. | 49.98 | Cum | 2,445.67 | ₹1,22,234.59 |
| 5 | Providing and applying primer coat with slow setting bitumen emulsion on prepared surface of granular base, including clearing road surface and spraying primer using mechanical means as per approved drawing and technical specifications complete in all respect as per Section 900, Clause 501.5.2 & 502 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P etc complete and as per direction of Engineer-in-Charge. | 854.7 | Sqm | 54.24 | ₹46,358.93 |
| 6 | Providing and applying tack coat with rapid setting bitumen emulsion on the prepared bituminous/ granular surface including cleaning with mechanical broom and spraying bitumen emulsion using mechanical means as per approved drawing and technical specifications complete in all respect as per Section 900, Clause 501.5.2 & 503 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P etc complete and as per direction of Engineer-in-Charge. | 4,935 | Sqm | 18.57 | ₹91,642.95 |
| 7 | Providing and laying Bituminous Macadam using crushed stone of Grade-II aggregate with batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG-30 Grade 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 complete in all respects as per MoRT&H specifications for Road & Bridge (Latest Revision) including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge | 68.25 | Cum | 10,143.2 | ₹6,92,273.4 |
| 8 | Providing and laying Semi Dense Bituminous Concrete using crushed stone of Grade-ll aggregate with batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder of VG-30 grade 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 complete in all respects as per MoRTH specifications (5th Revision) &including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge. | 123.38 | Cum | 13,639.3 | ₹16,82,816.83 |
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