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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 2 | Admitted-Fee/PreQual/Technical ROOMPUR | Admitted-Fee/PreQual/Technical |
| 3 | Admitted-Fee/PreQual/Technical 35 WARD NO 02 ISLAMNAGAR DISTT BUDAUN | BUDAUN | UTTAR PRADESH | 110025 | Admitted-Fee/PreQual/Technical |
| 4 | Admitted-Fee/PreQual/Technical KOTHI NO 6 CIVIL LINES OPP TB TOWER DISTRICT MORADABAD UTTAR PRADESH | MORADABAD | UTTAR PRADESH | 244001 | Admitted-Fee/PreQual/Technical |
| 5 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
Tender Value
₹56.9 Cr
EMD Value
₹56.9 L
Closing Date
24 Mar 2026, 12:00 pmClosed
S E Bareilly Circle, P.W.D., Bareilly
S E Bareilly Circle, P.W.D., Bareilly
Widening and strengthening work of the road from Km.48 of Bareilly Bageshwar road to Co-operative Spinning Mills Limited, Baheri Uttar Pradesh, located at Km.54 of Balliya Sheeshgarh, Baheri Rudrapur under four lane yojna in Distt. Bareilly FY 25-26
2026_CEBLY_1126784_1
2080/413 C(E-Tender)-3/2025-26 Dated 12.03.2026
Open Tender
Civil Works - Roads
Item Rate
450 days
Bareilly
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,725
₹56.9 L
S E Bareilly Circle, P.W.D., Bareilly
9 Apr 2026
18 Mar 2026
24 Mar 2026
18 Mar 2026
24 Mar 2026
18 Mar 2026
20 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m | 47,000 | Cum. | 48 | ₹22,56,000 |
| - | Construction of embankment with approved material obtained from borrowpits with all lifts and leads,spreading,grading to required slope and compacted to meet requirement of table 300-2, MORT&H Specification-305 | 1,42,700 | Cum. | 4,235 | ₹60,43,34,500 |
| - | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 | 620 | Cum. | 4,235 | ₹26,25,700 |
| - | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 | 6,000 | Cum. | 4,235 | ₹2,54,10,000 |
| - | 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.(Compaction) | 46,000 | Cum. | 4,235 | ₹19,48,10,000 |
| - | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 | 33,600 | Cum. | 4,235 | ₹14,22,96,000 |
| - | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in subbase/base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | 16,600 | Cum. | 4,235 | ₹7,03,01,000 |
| - | Providing and applying primer coat with SS2 grade bitumen emulsion 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. | 99,000 | Sqm | 4,235 | ₹41,92,65,000 |
| - | Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 per 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. (Grading-1) | 16,900 | Cum. | 4,235 | ₹7,15,71,500 |
| - | Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. | 2,09,000 | Sqm | 4,235 | ₹88,51,15,000 |
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