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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹77.5 LAccepted-AOC | ₹77.5 L | L1 | Accepted-AOC Financial bid accepted |
| 2 | L2₹84.4 LRejected-Finance | ₹84.4 L | L2 | Rejected-Finance L2 |
| 3 | L3₹88.9 LRejected-Finance DISTT SJHANSI | JHANSI | JHANSI | UTTAR PRADESH | ₹88.9 L | L3 | Rejected-Finance L3 |
Tender Value
₹94.3 L
EMD Value
₹6.7 L
Closing Date
25 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
New construction work Basona Belma link road on the other side of Basobai canal in Moth block of Jhansi district.
2026_CEJNS_1127490_1
1735/ 44 C- Jhansi Circle/25 Date 10.03.2026
Open Tender
Civil Works - Roads
90 days
Jhansi
Please refer Tender documents.
3 documents required · 3 mandatory
₹4,000
₹6.7 L
Yes
Office of the S.E, Jhansi Circle, P.W.D., Jhansi
7 May 2026
19 Mar 2026
25 Mar 2026
19 Mar 2026
25 Mar 2026
19 Mar 2026
20 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 embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | |||||
| 2Construction of sub-grade by providing borrow pit material with 2% Lime , 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 | |||||
| 3Providing,laying and spreading material on a prepared sub grade,adding cement @2% by weight to the spread material manualy, mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired unconfined compressive strenght and to form a layer of sub base. | |||||
| 4Providing, laying,and spreading material on a prepared sub base cement @ 4% by weight to the spread material manualy mixing in place with rotavetor and compacting with the road roller at OMC to achieve the desired unconfirmed compresive strength and to from a layer of base | |||||
| 5Providing 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. | |||||
| 6Providing, 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. | |||||
| 7Providing 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 | |||||
| 8Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. | |||||
| 9Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 | |||||
| 10Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 | |||||
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BOQ_2102930.xls
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