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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹39.8 LAccepted-AOC | ₹39.8 L Quoted ₹49.4 L | L1 | Accepted-AOC Financial bid accepted |
| 2 | L2₹49.6 LRejected-Finance SOL PRO BHAGWAT PRASAD GRAM PAHARIKHURDA POST SAROL TEH TEHROLI DISTT JHANSI | JHANSI | UTTAR PRADESH | 284001 | ₹49.6 L | L2 | Rejected-Finance L2 |
Tender Value
₹50 L
EMD Value
₹4.5 L
Closing Date
26 Mar 2026, 12:00 pmClosed
Office of the S.E, Jhansi Circle, P.W.D., Jhansi
Office of the S.E, Jhansi Circle, P.W.D., Jhansi
Renewal with General Km 1,2,3,4,5 and 6 (500) of Malehta link road in Jhansi district
2026_CEJNS_1128559_2
2084/44 C-JHS Circle/2025 Date 19.03.2026
Open Tender
Civil Works - Roads
60 days
Jhansi
Please refer Tender documents.
3 documents required · 3 mandatory
₹3,450
₹4.5 L
Yes
Office of the S.E, Jhansi Circle, P.W.D., Jhansi
23 May 2026
20 Mar 2026
26 Mar 2026
20 Mar 2026
26 Mar 2026
20 Mar 2026
23 Mar 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 |
|---|---|---|---|---|---|
| 1Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification 22.4-53mm including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. | |||||
| 2Providing and applying tack coat with Bitumen emulsion (V.G.-10 Gr.) using Bitumen distributor at the rate of 0.30 kg per sqm on the prepared granular surface cleaned with Mechanical broom. | |||||
| 3Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using (VG-10 Gr.) bitumen to required linre, grade and level to servre as wearing couerse on a previsouly prepared base, including mixing in a suitable plant, laying and rolling wirh a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of "Type-C" as per Technical Specification clause 508. | |||||
| 4Providing and laying seal coat by mannual means with VG-10 Gr. grade bitumen 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 | |||||
| 5Construction of subgrade and earthen shoulders with approved material obtained from local pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 | |||||
stage.html
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tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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details.html
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Tendernotice_1.pdf
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BOQ_2104939.xls
BOQ • 0.27 MB
T2.pdf
Tender Documents • 1.22 MB
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