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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.8 LAccepted-Finance NA | NA | NA | 121004 | ₹13.8 L | L1 | Accepted-Finance L1 |
| 2 | L2₹14.3 LRejected-Finance 06 DUDHI SONBHADRA 231208 | DUDHI | SONBHADRA | UTTAR PRADESH | 231208 | ₹14.3 L | L2 | Rejected-Finance L2 |
| 3 | L3₹15.3 LRejected-Finance NA | NA | NA | 121004 | ₹15.3 L | L3 | Rejected-Finance L3 |
| 4 | L4₹15.9 LRejected-Finance BABHNI DUDHI SONEBHADRA | ₹15.9 L | L4 | Rejected-Finance L4 |
Updated dates
Tender Value
₹25.4 L
EMD Value
₹2.5 L
Closing Date
23 Mar 2026, 12:00 pmClosed
EE CD PWD Sonebhadra
EE CD PWD Sonebhadra
General Repair and Renewal with P C on Mahal to Raharetha dand link road
2026_CEMRZ_1125364_1
326/3A Date-05.03.206
Open Tender
Civil Works
60 days
Sonebhadra
As per NIT
3 documents required · 3 mandatory
₹854
Yes
₹2.5 L
Yes
17 Apr 2026
14 Mar 2026
23 Mar 2026
14 Mar 2026
23 Mar 2026
14 Mar 2026
patch repair of pot holes , depression and edge cutting with 22.4-53 mm size approved sukrit stone ballast including cutting patch in rectangular shape to water bound macadam specification and blinding the entire consolidated surface with stone dust@ 20% of stone ballast rolling with three wheei 80-100KN static roller and also including cost of material labour T&P etc. complete as per direction of E/l.
Providing and applying tack coat with bitumen VG-10 pressure distributor at the rate of 0.30 kg. per sqm on the prepared bituminous / granular surface 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 nominal mix (22.4mm-11.2mm) and 11.2mm nominal mix(13.2mm-5.6mm) 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.(Including cost of bitumen).
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.
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