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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical Responsive |
| 2 | Accepted-Technical VILL DEVARI KALA KARCHHANA PRAYAGRAJ | PRAYAGRAJ | PRAYAGRAJ | UTTAR PRADESH | Accepted-Technical Responsive |
| 3 | Accepted-Technical | Accepted-Technical Responsive |
| 4 | Accepted-Technical | Accepted-Technical Responsive |
| 5 | Accepted-Technical 129 5 MALVIYA ROAD GEORGE TOWN PRAYAGRAJ | PRAYAGRAJ | PRAYAGRAJ | UTTAR PRADESH | Accepted-Technical Responsive |
Tender Value
₹2.0 Cr
EMD Value
₹12.1 L
Closing Date
5 Oct 2026, 12:00 pmClosed
SE Banda Circle, PWD, Banda
Office of SE Banda Circle, PWD, Banda
Widening and Strengthning of Ashok Chauraha Bargadh to Semra road
2026_CEBAN_1189353_1
3891/35 C-Banda Circle/2026-27 Date 17-09-2026
Open Tender
Civil Works
Fixed-rate
210 days
Chitrakoot
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,720
₹12.1 L
Office of SE Banda Circle, PWD, Banda
8 Oct 2026
23 Sept 2026
5 Oct 2026
23 Sept 2026
5 Oct 2026
24 Sept 2026
28 Sept 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 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m | 738.82 | Cum | 63 | ₹46,545.66 |
| 2 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. | 1,925.76 | Cum | 84.5 | ₹1,62,726.72 |
| 3 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. | 738.82 | Cum | 28.75 | ₹21,241.08 |
| 4 | Construction of Granular Sub-Base by providing close 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 | 738.82 | Cum | 2,946.9 | ₹21,77,228.66 |
| 5 | Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 4,387.5 | Sqm | 7.6 | ₹33,345 |
| 6 | Providing laying spreading and compacting of granular stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mix material by Tipper to site, grading with motor grader, spreading of cement using truck mounted / self propelled cement spreader shall have variable working width microprocessor controlled spray rate through augers and cellular wheels. The aggregate shall be in situ pulverized/ stabilize using four wheeled drive recycler having working depth up to 50 cm with variable depth control system. Compacting with vibratory roller to achieve desired Unconfined compressive strength and form a layer of Base as per specification. (WMM+4% OPC) | 1,471.25 | Cum | 4,314.6 | ₹63,47,855.25 |
| 7 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | 825 | Cum | 3,284.34 | ₹27,09,580.5 |
| 8 | Providing and applying primer coat with SS-1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 to 1.00 kg/sqm using mechanical means. | 8,250 | Sqm | 67.17 | ₹5,54,152.5 |
| 9 | Providing and applying tack coat with bitumen (VG-10) using Bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom. | 8,250 | Sqm | 21.4 | ₹1,76,550 |
| 10 | Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 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. 507 complete in all respects | 330 | Cum | 14,660.59 | ₹48,37,994.7 |
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