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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.8 CrAccepted-AOC | ₹10.8 Cr Quoted ₹10.3 Cr | L1 | Accepted-AOC L1 Lowest bid Accepted and L2 Highest bid Rejected |
| 2 | L2₹10.7 CrRejected-Finance 344 SAKET COLONY ANSARI ROAD MUZAFFARNAGAR | SHAMLI | UTTAR PRADESH | 247771 | ₹10.7 Cr | L2 | Rejected-Finance L2 |
| 3 | L3₹11.5 CrRejected-Finance | ₹11.5 Cr | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | M/s Juneja Construction Pvt Ltd L1 | Jeet Construction L3 | raghuvanshi construction L2 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in Soil using Hydraulic Excavator and Tippers with Disposal upto 1000 metres. 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 | 8,900 | Cum | 50 ₹4.5 L | 60 ₹5.3 L | 100 ₹8.9 L |
| 2.00 | Construction of Subgrade and Earthen Shoulders with Material Deposited from Roadway Cutting 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. | 1,250 | Cum | 60 ₹75,000 | 70 ₹87,500 | 200 ₹2.5 L |
| 3.00 | 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 rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. For grading-I Material | 4,700 | Cum | 2,700 ₹1.3 Cr | 3,200 ₹1.5 Cr | 3,000 ₹1.4 Cr |
| 4.00 | Providing, laying and spreading of graded stone aggregate (WMM) after mixing with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in unform single layer on sub-base /subgrade and compacting with the road roller to achieve the desire density. | 2,150 | Cum | 2,900 ₹62.4 L | 3,400 ₹73.1 L | 3,400 ₹73.1 L |
| 5.00 | Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 to 1.00 kg/sqm using mechanical means. | 21,500 | Sqm | 25 ₹5.4 L | 40 ₹8.6 L | 25 ₹5.4 L |
| 6.00 | Providing and applying tack coat with bitumen VG10 using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. | 50,000 | Sqm | 12 ₹6 L | 15 ₹7.5 L | 10 ₹5 L |
| 7.00 | Providing and applying tack coat with bitumen VG10 using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. | 71,500 | Sqm | 10 ₹7.2 L | 12 ₹8.6 L | 10 ₹7.2 L |
| 8.00 | 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. | 7,200 | Cum | 8,500 ₹6.1 Cr | 9,200 ₹6.6 Cr | 8,500 ₹6.1 Cr |
| 9.00 | Providing and laying bituminous concrete with higher capacity batch type hot mix plant 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 | 2,150 | Cum | 9,700 ₹2.1 Cr | 11,000 ₹2.4 Cr | 10,000 ₹2.1 Cr |
Tender Value
₹12.5 Cr
EMD Value
₹25 L
Closing Date
15 Dec 2025, 12:00 pmClosed
SE MEERUT CIRCLE PWD MEERUT
SE MEERUT CIRCLE PWD MEERUT
In the financial year 2025-26, under the scheme of widening and strengthening of State Highways, work of widening and strengthening of Bahsuma Chandpur Thakur Dwara Jaspur Road (SH-147) Km. 5.800 to 12.900 (Length 7.100 Km) in District Meerut
2025_CEMRT_1097674_1
5070/11Cashier-MC PD Meerut Dt 31-10-25
Open Tender
Civil Works
365 days
EE PD PWD MEERUT
CLASS A
3 documents required · 3 mandatory
₹2,714
₹25 L
SE MEERUT CIRCLE PWD MEERUT
7 Feb 2026
9 Dec 2025
15 Dec 2025
9 Dec 2025
15 Dec 2025
9 Dec 2025
9 Dec 2025
Amount
Excavation in Soil using Hydraulic Excavator and Tippers with Disposal upto 1000 metres. 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
Construction of Subgrade and Earthen Shoulders with Material Deposited from Roadway Cutting 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.
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 rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. For grading-I Material
Providing, laying and spreading of graded stone aggregate (WMM) after mixing with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in unform single layer on sub-base /subgrade and compacting with the road roller to achieve the desire density.
Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 to 1.00 kg/sqm using mechanical means.
Providing and applying tack coat with bitumen VG10 using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
Providing and applying tack coat with bitumen VG10 using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
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.
Providing and laying bituminous concrete with higher capacity batch type hot mix plant 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
raghuvanshi construction (BID ID -5747830)
Jeet Construction (BID ID -5740615)
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