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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l1₹33.5 CrAccepted-AOC 0 | ₹33.5 Cr Quoted ₹33.8 Cr | l1 | Accepted-AOC aoc |
| 2 | l2₹34.2 Cr+₹42.6 L (1.26%)Rejected-Finance | ₹34.2 Cr+₹42.6 L (1.26%) | l2 | Rejected-Finance above |
| 3 | l3₹35.8 Cr+₹2.0 Cr (5.97%)Rejected-Finance | ₹35.8 Cr+₹2.0 Cr (5.97%) | l3 | Rejected-Finance above |
| 4 | l4₹36.3 Cr+₹2.5 Cr (7.30%)Rejected-Finance 0 STATION ROAD PARICHHA PARICHHA NEAR BANK OF INDIA JHANSI UTTAR PRADESH 284305 | JHANSI | UTTAR PRADESH | 284305 | ₹36.3 Cr+₹2.5 Cr (7.30%) | l4 | Rejected-Finance above |
| 5 | l5₹37.5 Cr+₹3.7 Cr (10.8%)Rejected-Finance AGRA ROAD ETA | ETA | ETA | UTTAR PRADESH | ₹37.5 Cr+₹3.7 Cr (10.8%) | l5 | Rejected-Finance above |
| Sl No | Description | Qty | Unit | SIDDHARTH CONSTRUCTION L7 | M/S RAJ CONSTRUCTION L1 | Priya Construction L8 | RAM SANEHI AND SONS L5 | M/s Alok Infra Projects L2 | M/S LUCKY TRADERS L6 | M/S SOBTI INFRATECH LIMITED L3 | M/s Nirbhay Constructions L10 | M/S PAWAN TRADERS L11 | M/S SRI JAN CONSTRUCTION L9 | M/S SINGH CONSTRUCTION L4 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | 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. | 16,200 | Cum | 44 ₹7,12,800 | 50 ₹8,10,000 | 60 ₹9,72,000 | 30 ₹4,86,000 Lowest | 50 ₹8,10,000 | 55 ₹8,91,000 | 50 ₹8,10,000 | 60 ₹9,72,000 | 66 ₹10,69,200 | 65 ₹10,53,000 | 40 ₹6,48,000 |
| 2.00 | Earthwork in cutting or in embankment in ordinary / moorum soil, excavation to be in the from of regular pits not exceeding 1/2 metre C 20") in depth and earthwork in embankment to be in 20cm(8) Layers including ramming and dressing the surface to required levels and slopes and also including 1.5metre (5ft) lift and 30m.(100ft) lead. The earth from cutting to be used in making embankment or to be desposited as spoil banks within 30m.(100ft) distance as directed by the Engineer-in-Charge. | 1,35,000 | Cum | 64 ₹86,40,000 | 95 ₹1,28,25,000 | 122 ₹1,64,70,000 | 20 ₹27,00,000 Lowest | 60 ₹81,00,000 | 80 ₹1,08,00,000 | 50 ₹67,50,000 | 130 ₹1,75,50,000 | 130 ₹1,75,50,000 | 125 ₹1,68,75,000 | 90 ₹1,21,50,000 |
| 3.00 | Earthwork in cutting or in embankment in ordinary / moorum soil, excavation to be in the from of regular pits not exceeding 1/2 metre C 20") in depth and earthwork in embankment to be in 20cm(8) Layers including ramming and dressing the surface to required levels and slopes and also including 1.5metre (5ft) lift and 30m.(100ft) lead. The earth from cutting to be used in making embankment or to be desposited as spoil banks within 30m.(100ft) distance as directed by the Engineer-in-Charge. Cartage | 1,40,000 | Cum | 120 ₹1,68,00,000 | 95 ₹1,33,00,000 | 122 ₹1,70,80,000 | 160 ₹2,24,00,000 | 60 ₹84,00,000 | 150 ₹2,10,00,000 | 50 ₹70,00,000 Lowest | 130 ₹1,82,00,000 | 130 ₹1,82,00,000 | 125 ₹1,75,00,000 | 120 ₹1,68,00,000 |
| 4.00 | Scarifying the existing granular road surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 metres. | 28,500 | Sqm | 2 ₹57,000 | 3 ₹85,500 | 3 ₹85,500 | 5 ₹1,42,500 | 25 ₹7,12,500 | 2 ₹57,000 | 6 ₹1,71,000 | 5 ₹1,42,500 | 4 ₹1,14,000 | 3 ₹85,500 | 0.5 ₹14,250 Lowest |
| 5.00 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 | 13,950 | Cum | 3,900 ₹5,44,05,000 | 3,500 ₹4,88,25,000 | 4,210 ₹5,87,29,500 | 4,000 ₹5,58,00,000 | 3,200 ₹4,46,40,000 Lowest | 3,300 ₹4,60,35,000 | 4,040 ₹5,63,58,000 | 4,200 ₹5,85,90,000 | 4,400 ₹6,13,80,000 | 4,100 ₹5,71,95,000 | 3,470 ₹4,84,06,500 |
| 6.00 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | 19,000 | Cum | 4,400 ₹8,36,00,000 | 3,500 ₹6,65,00,000 Lowest | 5,050 ₹9,59,50,000 | 4,400 ₹8,36,00,000 | 3,600 ₹6,84,00,000 | 3,900 ₹7,41,00,000 | 4,135 ₹7,85,65,000 | 5,300 ₹10,07,00,000 | 5,500 ₹10,45,00,000 | 5,400 ₹10,26,00,000 | 4,270 ₹8,11,30,000 |
| 7.00 | 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. | 1,50,500 | Sqm | 35 ₹52,67,500 | 35 ₹52,67,500 | 36 ₹54,18,000 | 30 ₹45,15,000 | 35 ₹52,67,500 | 40 ₹60,20,000 | 20 ₹30,10,000 Lowest | 35 ₹52,67,500 | 33 ₹49,66,500 | 36 ₹54,18,000 | 24 ₹36,12,000 |
| 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 @ 4.5 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. | 9,030 | Cum | 12,600 ₹11,37,78,000 | 10,000 ₹9,03,00,000 Lowest | 12,800 ₹11,55,84,000 | 11,000 ₹9,93,30,000 | 11,500 ₹10,38,45,000 | 12,500 ₹11,28,75,000 | 11,000 ₹9,93,30,000 | 13,200 ₹11,91,96,000 | 13,600 ₹12,28,08,000 | 13,000 ₹11,73,90,000 | 10,600 ₹9,57,18,000 |
| 9.00 | Providing and applying tack coat VG-10 using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bitumenous surface cleaned with mechanical broom. | 1,50,500 | Sqm | 11 ₹16,55,500 | 11 ₹16,55,500 | 10 ₹15,05,000 | 12 ₹18,06,000 | 15 ₹22,57,500 | 12.5 ₹18,81,250 | 12 ₹18,06,000 | 10 ₹15,05,000 | 10 ₹15,05,000 | 10 ₹15,05,000 | 8 ₹12,04,000 Lowest |
| 10.00 | 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 | 4,725 | Cum | 13,500 ₹6,37,87,500 | 11,000 ₹5,19,75,000 Lowest | 13,800 ₹6,52,05,000 | 12,000 ₹5,67,00,000 | 12,000 ₹5,67,00,000 | 14,500 ₹6,85,12,500 | 11,800 ₹5,57,55,000 | 14,200 ₹6,70,95,000 | 14,400 ₹6,80,40,000 | 14,000 ₹6,61,50,000 | 11,700 ₹5,52,82,500 |
Tender Value
₹44.4 Cr
EMD Value
₹50 L
Closing Date
29 Apr 2026, 12:00 pmClosed
SE, Ayo/Ambd Circle, PWD, Ayodhya
SE, Ayo/Ambd Circle, PWD, Ayodhya
Widening and Strengthening of Bhelsar Rudauli Inhauna Road ODR and 05 year Maintenance work
2026_CEUFZ_1139909_1
2463/54(I)Com(CD-4)-Ayo/Ambd Circle Dt 06.04.2026
Open Tender
Civil Works
Item Rate
450 days
SE, Ayo/Ambd Circle, PWD
Widening and Strengthening of Bhelsar Rudauli Inhauna Road ODR and 05 year Maintenance work
2 documents required · 2 mandatory
₹2,714
₹50 L
Yes
SE, Ayo/Ambd Circle, PWD, Ayodhya
22 Jul 2026
21 Apr 2026
29 Apr 2026
21 Apr 2026
29 Apr 2026
21 Apr 2026
23 Apr 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. | - | Cum | - | - |
| 2 | Earthwork in cutting or in embankment in ordinary / moorum soil, excavation to be in the from of regular pits not exceeding 1/2 metre C 20") in depth and earthwork in embankment to be in 20cm(8) Layers including ramming and dressing the surface to required levels and slopes and also including 1.5metre (5ft) lift and 30m.(100ft) lead. The earth from cutting to be used in making embankment or to be desposited as spoil banks within 30m.(100ft) distance as directed by the Engineer-in-Charge. | - | Cum | - | - |
| 3 | Earthwork in cutting or in embankment in ordinary / moorum soil, excavation to be in the from of regular pits not exceeding 1/2 metre C 20") in depth and earthwork in embankment to be in 20cm(8) Layers including ramming and dressing the surface to required levels and slopes and also including 1.5metre (5ft) lift and 30m.(100ft) lead. The earth from cutting to be used in making embankment or to be desposited as spoil banks within 30m.(100ft) distance as directed by the Engineer-in-Charge. Cartage | - | Cum | - | - |
| 4 | Scarifying the existing granular road surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 metres. | - | Sqm | - | - |
| 5 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 | - | Cum | - | - |
| 6 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | - | Cum | - | - |
| 7 | 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. | - | 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 @ 4.5 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. | - | Cum | - | - |
| 9 | Providing and applying tack coat VG-10 using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bitumenous surface cleaned with mechanical broom. | - | Sqm | - | - |
| 10 | 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 | - | Cum | - | - |
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