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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.3 LAccepted-AOC | ₹5.3 L | L1 | Accepted-AOC FDR Submit |
| 2 | L2₹5.6 LRejected-Finance | ₹5.6 L | L2 | Rejected-Finance L2 |
| 3 | L3₹7.4 LRejected-Finance | ₹7.4 L | L3 | Rejected-Finance L3 |
Tender Value
₹9 L
EMD Value
₹90,000
Closing Date
25 Feb 2026, 12:00 pmClosed
Office of CD2 PWD Sonbhadra
Office of CD2 PWD Sonbhadra
Work of widening and drain construction of Community Health Centre Babhani link road in Gram Panchayat Babhani
2026_CEMRZ_1117452_1
256/3A Date- 09-02-2026
Open Tender
Civil Works
60 days
Office of CD2 PWD Sonbhadra
As per nit
3 documents required · 3 mandatory
₹860
Yes
₹90,000
Yes
13 Apr 2026
18 Feb 2026
25 Feb 2026
18 Feb 2026
25 Feb 2026
18 Feb 2026
Providing, laying, spreading and compacting stone aggregates of 22.4-53mm Sukrut Stone ballast size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, Type-B screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.30 kg. per sqm on the prepared bituminous / granular surface treated with primer cleaned with hydrulic broom as per Techinical Specification No. 503
Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.30 kg. per sqm on the prepared bituminous / granular surface treated with primer cleaned with hydrulic broom as per Techinical Specification No. 503
Providing laying and rolling of open graded premix carpet of 20mm thickness composed of 13.2mm and 11.2mm dalla aggregate either using 80/100 penetration grade bitumen VG-10 @1.46kg per sqm. To required line,grade and level to serve as wearing course on a previously prepared base,including mixing by mixol,laying and rolling with a three wheel 80-100 KN static roller capacity.as per technical specification clause 508
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C, as per Technical Specification Clause 510.
Earthwork on Patari ordinary soil excavation to be the form of regular pit not exceeding 1/2 meter in depth and e/w in embankment to be in 20cm layers,i/c ramming/rolling and dressing the surface to required levels and slopes and also including 1.5m lift and 30 m lead. the earth from cutting to be used in making embankment or to be deposited as spoil banks within 30m distance as directed by the E/I.
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