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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹33.5 LAccepted-AOC | ₹33.5 L | L1 | Accepted-AOC Financial bid accepted |
| 2 | L2₹33.6 LRejected-Finance 424 1A OUTSIDE DATIA GATE NEAR RAGHURAJ SCHOOL PATHORIYA JHANSI U P | JHANSI | UTTAR PRADESH | 284001 | ₹33.6 L | L2 | Rejected-Finance L2 |
Tender Value
₹35 L
EMD Value
₹3.5 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 in Km 1,2,3,4 and 5 (800) of Punawali Palinda link road in Jhansi district
2026_CEJNS_1128559_3
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
₹3,300
₹3.5 L
Yes
Office of the S.E, Jhansi Circle, P.W.D., Jhansi
20 Apr 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 |
|---|---|---|---|---|---|
| 1Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (As per MORD-3.14) | |||||
| 2WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification 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. (A) By Manual Means. (As per MORD-4.7-iii) | |||||
| 3Providing and applying tack coat with Bitumen (VG-10) using Bitumen distributor at the rate of 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. (As per MORD-5.2) | |||||
| 4Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in HMP, laying with paver finisher and rolling with 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. (As per MORD-5.9-ii) | |||||
| 5Providing 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. (As per MORD-5.12-iii) | |||||
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