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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 LAccepted-AOC | ₹1.7 L | L1 | Accepted-AOC bonded |
| 2 | L2₹1.7 LRejected-Finance | ₹1.7 L | L2 | Rejected-Finance Rejected |
Tender Value
Refer Docs
EMD Value
₹17,000
Closing Date
21 Feb 2026, 12:10 pmClosed
Office of the Executive Engineer, PD, PWD, Jhansi
Office of the Executive Engineer, PD, PWD, Jhansi
Construction of culvert on Avni-Punchi link road under special repair
2026_CEJNS_1116514_1
3962 / 18A / 2025-26 Dated. 05.02.2026
Open Tender
Civil Works - Roads
60 days
JHANSI
Please refer Tender documents.
3 documents required · 3 mandatory
₹860
₹17,000
Yes
Office of the Executive Engineer, PD, PWD, Jhansi
28 Mar 2026
16 Feb 2026
21 Feb 2026
16 Feb 2026
21 Feb 2026
16 Feb 2026
16 Feb 2026
Providing, laying, spreading and compacting stone aggregates of specific sizes 22.4-53mm gauge 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.
Providing and applying primer coat with bitumen emulsion SS-1 on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per Technical Specification Clause 502.
Providing and applying tack coat with Bitumen VG-10 using distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with air compressor as per Technical Specification Clause 503.
Providing, 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 a suitable plant, laying 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.
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 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.
Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9
Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.
Providing and laying reinforced cement concrete pipe NP-3 for culvert on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection work, back filling, concrete and masonary works in head walls and parapits clouse 1106.
Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204
Providing concrete for plain /reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203.
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