Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.9 CrAccepted-AOC 344 SAKET COLONY ANSARI ROAD MUZAFFARNAGAR | SHAMLI | UTTAR PRADESH | 247771 | ₹6.9 Cr | L1 | Accepted-AOC L1 Lowest bid Accepted and L2 Highest bid Rejected |
| 2 | L2₹7.4 Cr+₹49.4 L (7.12%)Rejected-Finance D 172 SAKET MEERUT DISTRICT MEERUT | MEERUT | MEERUT | UTTAR PRADESH | ₹7.4 Cr+₹49.4 L (7.12%) | L2 | Rejected-Finance L2 |
| 3 | L3₹7.4 Cr+₹50.6 L (7.29%)Rejected-Finance | ₹7.4 Cr+₹50.6 L (7.29%) | L3 | Rejected-Finance L3 |
| 4 | L4₹7.8 Cr+₹90.4 L (13.0%)Rejected-Finance HOUSE NO 120P HOUSE NO 120P SECTOR 4 REWARI 123401 | REWARI | HARYANA | 123401 | ₹7.8 Cr+₹90.4 L (13.0%) | L4 | Rejected-Finance L4 |
| 5 | L5₹9.1 Cr+₹2.2 Cr (31.1%)Rejected-Finance GRAM MAJHARA MAHADEVA TARKHANJ DISTRICT GONDA UTTAR PRADESH | TARKHANJ | GONDA | UTTAR PRADESH | ₹9.1 Cr+₹2.2 Cr (31.1%) | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | Jeet Construction L3 | raghuvanshi construction L1 | Preeti Buildcon Private Limited L2 | Sarvodya Infracon Pvt. Ltd. L4 | SUMIT SINGH L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundation in ordinary soil including lift upto 1.50m & lead upto 30m and including filling, watering & ramming of excavated earth into trenches or into the space between the building & the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by Engineer-in-charge upto distance of 30m. | 5,200 | cum | 30 ₹1,56,000 Lowest | 50 ₹2,60,000 | 50.53 ₹2,62,756 | 55 ₹2,86,000 | 90 ₹4,68,000 |
| 2.00 | Construction of Embankment with Material Deposited from Roadway cutting Construction of embankment with approved materials diposited at site from roadway cutting and excavation from drain and foundation of outher structures graded and compacted to meet requirement of table No. 300-2. | 5,000 | cum | 35 ₹1,75,000 Lowest | 50 ₹2,50,000 | 55.89 ₹2,79,450 | 150 ₹7,50,000 | 150 ₹7,50,000 |
| 3.00 | Construction of embankment/patri with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. | 21,000 | cum | 190 ₹39,90,000 | 50 ₹10,50,000 Lowest | 197.6 ₹41,49,600 | 250 ₹52,50,000 | 180 ₹37,80,000 |
| 4.00 | 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 | 2,600 | cum | 2,800 ₹72,80,000 | 2,900 ₹75,40,000 | 2,746.29 ₹71,40,354 | 2,500 ₹65,00,000 Lowest | 3,950 ₹1,02,70,000 |
| 5.00 | 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. | 5,300 | cum | 2,950 ₹1,56,35,000 Lowest | 3,300 ₹1,74,90,000 | 3,236.95 ₹1,71,55,835 | 3,200 ₹1,69,60,000 | 4,150 ₹2,19,95,000 |
| 6.00 | Providing and applying primer coat with bitumen emulsion (SS2) 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. | 37,200 | sqm | 28 ₹10,41,600 | 20 ₹7,44,000 | 34.23 ₹12,73,356 | 15 ₹5,58,000 Lowest | 70 ₹26,04,000 |
| 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. | 37,200 | sqm | 15 ₹5,58,000 | 10 ₹3,72,000 Lowest | 10.38 ₹3,86,136 | 15 ₹5,58,000 | 12 ₹4,46,400 |
| 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. (Grade 1) | 2,420 | Cum | 9,400 ₹2,27,48,000 | 8,600 ₹2,08,12,000 Lowest | 8,948.32 ₹2,16,54,934.4 | 10,500 ₹2,54,10,000 | 10,000 ₹2,42,00,000 |
| 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 | 1,115 | Cum | 10,900 ₹1,21,53,500 | 9,800 ₹1,09,27,000 Lowest | 10,234.65 ₹1,14,11,634.75 | 11,800 ₹1,31,57,000 | 11,000 ₹1,22,65,000 |
| 10.00 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres | 350 | cum | 500 ₹1,75,000 | 500 ₹1,75,000 | 628.98 ₹2,20,143 | 400 ₹1,40,000 | 350 ₹1,22,500 Lowest |
Tender Value
₹9.2 Cr
EMD Value
₹18.3 L
Closing Date
25 Mar 2026, 4:00 pmClosed
SE MEERUT CIRCLE PWD MEERUT
SE MEERUT CIRCLE PWD MEERUT
Widening and strengthening work of Lavad Jalalpur Ulakhpur Saini (other district road)
2026_CEMRT_1126900_1
537/11Cashier-MC CD Meerut Dt 12-02-26
Open Tender
Civil Works
Item Rate
365 days
EE CD PWD MEERUT
CLASS A
3 documents required · 3 mandatory
₹2,714
₹18.3 L
SE MEERUT CIRCLE PWD MEERUT
18 May 2026
18 Mar 2026
25 Mar 2026
18 Mar 2026
25 Mar 2026
18 Mar 2026
18 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in foundation in ordinary soil including lift upto 1.50m & lead upto 30m and including filling, watering & ramming of excavated earth into trenches or into the space between the building & the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by Engineer-in-charge upto distance of 30m. | 5,200 | cum | - | - |
| 2 | Construction of Embankment with Material Deposited from Roadway cutting Construction of embankment with approved materials diposited at site from roadway cutting and excavation from drain and foundation of outher structures graded and compacted to meet requirement of table No. 300-2. | 5,000 | cum | - | - |
| 3 | Construction of embankment/patri with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. | 21,000 | cum | - | - |
| 4 | 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 | 2,600 | cum | - | - |
| 5 | 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. | 5,300 | cum | - | - |
| 6 | Providing and applying primer coat with bitumen emulsion (SS2) 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. | 37,200 | sqm | - | - |
| 7 | 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. | 37,200 | sqm | - | - |
| 8 | 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. (Grade 1) | 2,420 | Cum | - | - |
| 9 | 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 | 1,115 | Cum | - | - |
| 10 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres | 350 | cum | - | - |
stage.html
html • 0.05 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 1.33 MB
Tendernotice_2.pdf
PDF • 1.46 MB
BOQ_2101686.xls
BOQ • 0.29 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .