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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.7 CrAccepted-AOC | ₹12.7 Cr Quoted ₹12.9 Cr | L1 | Accepted-AOC being bond created |
| 2 | L2₹15.6 Cr+₹2.7 Cr (21.3%)Rejected-Finance 0 | ₹15.6 Cr+₹2.7 Cr (21.3%) | L2 | Rejected-Finance REJECTED BEING HIGHER RATE FOUND |
| 3 | L3₹15.7 Cr+₹2.8 Cr (21.7%)Rejected-Finance GRAM BHIMAPAR TEHSIL NAUGARTH DISTRICT SIDDHARTHNAGAR | SIDDHARTH NAGAR | UTTAR PRADESH | 272152 | ₹15.7 Cr+₹2.8 Cr (21.7%) | L3 | Rejected-Finance REJECTED BEING HIGHER RATE FOUND |
| 4 | L4₹15.7 Cr+₹2.8 Cr (22.0%)Rejected-Finance GULALI VATIKA GEETA VATIKA SHAHPUR DISTRICT GORAKHPUR | ₹15.7 Cr+₹2.8 Cr (22.0%) | L4 | Rejected-Finance REJECTED BEING HIGHER RATE FOUND |
| 5 | Not Admitted-Fee/PreQual/Technical 273001 | GORAKHPUR | UTTAR PRADESH | 273001 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | SIDDHARTH CONSTRUCTION L1 | M/s Vishal Construction L4 | M/S RAJ CONSTRUCTION L2 | OM PRAKASH CHAUBEY L3 |
|---|---|---|---|---|---|---|---|
| 1.00 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity 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. | 5,665 | cum | 40 ₹2,26,600 Lowest | 59 ₹3,34,235 | 55 ₹3,11,575 | 58.5 ₹3,31,402.5 |
| 2.00 | Construction of sub-grade and embankment 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 | 31,000 | cum | 40 ₹12,40,000 Lowest | 122 ₹37,82,000 | 120 ₹37,20,000 | 120 ₹37,20,000 |
| 3.00 | Providing and laying granular sub-base (GSB) by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in plant method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.As per Direction of E/I. | 5,665 | cum | 3,100 ₹1,75,61,500 Lowest | 3,200 ₹1,81,28,000 | 3,200 ₹1,81,28,000 | 3,200 ₹1,81,28,000 |
| 4.00 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres. | 18,000 | sqm | 3 ₹54,000 Lowest | 9 ₹1,62,000 | 9 ₹1,62,000 | 9 ₹1,62,000 |
| 5.00 | 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. As per MORT&H reff.- 406 | 9,820 | cum | 3,300 ₹3,24,06,000 Lowest | 4,300 ₹4,22,26,000 | 4,300 ₹4,22,26,000 | 4,300 ₹4,22,26,000 |
| 6.00 | Providing and applying primer coat with 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. | 62,683 | sqm | 20 ₹12,53,660 Lowest | 36 ₹22,56,588 | 35 ₹21,93,905 | 35 ₹21,93,905 |
| 7.00 | Providing and laying dense graded bituminous macadam 50 mm Thickwith 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. | 3,761 | cum | 10,500 ₹3,94,90,500 Lowest | 11,750 ₹4,41,91,750 | 11,700 ₹4,40,03,700 | 11,730 ₹4,41,16,530 |
| 8.00 | Providing and applying tack coat with Bitumen VG-10 using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned . as per MORT&H Sp. 503. As per Direction of E/I. | 62,683 | sqm | 12.5 ₹7,83,537.5 | 11 ₹6,89,513 Lowest | 11 ₹6,89,513 Lowest | 11 ₹6,89,513 Lowest |
| 9.00 | Providing and laying bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous [email protected] per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finesher with senser control to the required grade,level and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the disiered compaction as per MoRT&H specifications clause 509 complete in all respects . As per Direction of E/I. | 1,880 | cum | 11,300 ₹2,12,44,000 Lowest | 12,800 ₹2,40,64,000 | 12,800 ₹2,40,64,000 | 12,800 ₹2,40,64,000 |
| 10.00 | For Retaining Wall
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity 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 | 85 | cum | 50 ₹4,250 Lowest | 59 ₹5,015 | 55 ₹4,675 | 59 ₹5,015 |
Tender Value
₹15.8 Cr
EMD Value
₹30 L
Closing Date
5 Dec 2025, 12:00 pmClosed
SE SUL.AMETHI CIRCLE PWD SULTANPUR
SE SUL.AMETHI CIRCLE PWD SULTANPUR
BOQ
2025_CEUFZ_1094827_1
3463/1Com-Sul.A.Cir/2025-26 Date-15.10.2025
Open Tender
Civil Works - Roads
Item Rate
365 days
SULTANPUR
NIT
2 documents required · 2 mandatory
₹2,714
₹30 L
Yes
SE SUL.AMETHI CIRCLE PWD SULTANPUR
10 Jul 2026
29 Nov 2025
5 Dec 2025
29 Nov 2025
5 Dec 2025
29 Nov 2025
3 Dec 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity 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. | 5,665 | cum | - | - |
| 2 | Construction of sub-grade and embankment 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 | 31,000 | cum | - | - |
| 3 | Providing and laying granular sub-base (GSB) by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in plant method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.As per Direction of E/I. | 5,665 | cum | - | - |
| 4 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres. | 18,000 | sqm | - | - |
| 5 | 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. As per MORT&H reff.- 406 | 9,820 | cum | - | - |
| 6 | Providing and applying primer coat with 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. | 62,683 | sqm | - | - |
| 7 | Providing and laying dense graded bituminous macadam 50 mm Thickwith 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. | 3,761 | cum | - | - |
| 8 | Providing and applying tack coat with Bitumen VG-10 using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned . as per MORT&H Sp. 503. As per Direction of E/I. | 62,683 | sqm | - | - |
| 9 | Providing and laying bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous [email protected] per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finesher with senser control to the required grade,level and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the disiered compaction as per MoRT&H specifications clause 509 complete in all respects . As per Direction of E/I. | 1,880 | cum | - | - |
| 10 | For Retaining Wall
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity 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 | 85 | cum | - | - |
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