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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAccepted-AOC | ₹1.2 Cr | L1 | Accepted-AOC L1 |
| 2 | Not Admitted-Finance UTTAR PRADESH UP | GHAZIABAD | UTTAR PRADESH | 201001 | - | - | Not Admitted-Finance Not qualified for AOC |
| 3 | Not Admitted-Finance KURMIKHERA KALA CHAUBEPUR KANPUR NAGAR | - | - | Not Admitted-Finance Not qualified for AOC |
Tender Value
₹1.6 Cr
EMD Value
₹10 L
Closing Date
5 Dec 2025, 12:00 pmClosed
SE KFC PWD KANNAUJ
OFFICE OF THE SE KFC PWD KANNAUJ
AS PER BOQ
2025_CEKNP_1093968_1
3953 M/39M-KFV/2025/CDK Dt. 10.11.2025
Open Tender
Civil Works
180 days
KANNAUJ
AS PER NIT
2 documents required · 2 mandatory
₹2,714
₹10 L
Yes
SE KFC PWD KANNAUJ
12 Mar 2026
27 Nov 2025
5 Dec 2025
27 Nov 2025
5 Dec 2025
27 Nov 2025
27 Nov 2025
Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. As per MORTH-201
Excavation for Roadwork in soil with hydraulic excavator of 0.90 cum bucket capacity including cutting and loading in tippers trimming botton and side slopes, in accordance with rrequirements of lines, grades and cross sections and transporting to the embankment location with all lifts and lead upto 100 m. As per MORTH-301
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. (For Mech.comp.) As per MORTH-305
Construction of embankment with approved materials obtain from Right of way with all lifts and leads, transporting to site , spreading grading to required slope and compacting to meet requirement of table 300-2 . As per MORTH-305
Providing, laying, spreading and compacting graded stone aggregate of granular sub base (Gr-1) by providing closed graded material mixing in a mechanical by mix in place method at site at OMC, spreading in uniform layers with Rotravator on prepared surface & compacting with vibratory power roller to achieve the desired density complete MORTH as per clause-401
WMMProviding, laying and spreading of graded stoneaggregate (WMM) after mixing with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform single layer on sub base/subgrade and compacting with the road roller to achieve the desire density. As per MORTH-406
Providing and applying primer coat with bitumen emulsion slow setting (SS-1) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per clause 502 of MoRTH specifications
Dense Graded Bituminous Macadam Grading 2 Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects.
Providing and applying tack coat with bitumen VG-10 using Bitumin pressure distributor @ 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. As per MORTH-503
Providing and laying 30mm thick bituminous concrete with 100-120 TPH batch type HMP producing an average output of 25 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects
Const of sub - grade and earthe shoulders with approved materials obtain from Right of way pits with all lead and lift, transporting to site, spreading, grading to required slope and compacting to meet requirement of tables Patari Work. As per MORTH-305
Providing and laying of Hot applied Thermoplastic compound 2.50 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes.
Providing and laying of Hot applied Thermoplastic compound 5.00 mm thick including reflectorising glass beads @ 500 gms per sqm area, thickness of 5.00 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes.
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC 67:2012 made of high intennsity grade sheeting vide clause 801.3 fixed over aluminium sheeting type-IV 1.5 mm thick supported on a mild steel angle iron post 75 mm ×75mm×6mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm ×45cm×60cm, 60 cm below ground level as per approved drawing. The retro-reflective sheeting shall be tested for 3 year outdoor weathering test in indian conditions as per IRC 67:2012 & proof of the same in form of government report shall be uploaded while quoting tender. Traffic double-Chevron board
Same as item 14 but Traffic Sign-Rumble strips ahead
Same as item 14 but Traffic Sign -T Intersection
Same as item 14 but Traffic Sign- Pedestrian Crossing ahead
Same as item 14 but Traffic Sign- stop sign on intersecting roads
Same as item 14 but Traffic Sign- Give way on intersection roads
Same as item 14 but Traffic Sign- accidental prone Zone
Same as item 14 but Traffic Sign- sharp curve
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