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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.9 CrAccepted-AOC | ₹20.9 Cr | L1 | Accepted-AOC being bond created |
| 2 | L2₹26.0 Cr+₹5.1 Cr (24.3%)Rejected-Finance 273001 | GORAKHPUR | UTTAR PRADESH | 273001 | ₹26.0 Cr+₹5.1 Cr (24.3%) | L2 | Rejected-Finance REJECTED BEING HIGHER RATE FOUND |
| 3 | L3₹26.1 Cr+₹5.2 Cr (24.7%)Rejected-Finance GRAM BHIMAPAR TEHSIL NAUGARTH DISTRICT SIDDHARTHNAGAR | SIDDHARTH NAGAR | UTTAR PRADESH | 272152 | ₹26.1 Cr+₹5.2 Cr (24.7%) | L3 | Rejected-Finance REJECTED BEING HIGHER RATE FOUND |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 5 | Not Admitted-Fee/PreQual/Technical 0 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | SIDDHARTH CONSTRUCTION L1 | OM PRAKASH CHAUBEY L3 | M/S G S COATINGS L2 |
|---|---|---|---|---|---|---|
| 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. As per MoRTH Specification-301 | 13,226 | cum | 30 ₹3,96,780 Lowest | 55 ₹7,27,430 | 55 ₹7,27,430 |
| 2.00 | Construction of embankment 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 As per MoRTH Specification-305 | 14,629 | cum | 50 ₹7,31,450 Lowest | 120 ₹17,55,480 | 120 ₹17,55,480 |
| 3.00 | Construction of granular sub-base by providing close graded Material, grading one spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with vibratory power roller to achieve the desired density, complete As per MoRTH clause 401 | 8,107 | cum | 3,000 ₹2,43,21,000 Lowest | 3,730 ₹3,02,39,110 | 3,700 ₹2,99,95,900 |
| 4.00 | 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. complete as per MoRTH clause 406 | 3,458 | cum | 3,250 ₹1,12,38,500 Lowest | 4,470 ₹1,54,57,260 | 4,400 ₹1,52,15,200 |
| 5.00 | 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. | 32,457 | sqm | 20 ₹6,49,140 Lowest | 40 ₹12,98,280 | 40 ₹12,98,280 |
| 6.00 | Dense Graded Bituminous Macadam grade -l (VG-30) Providing and laying dense graded bituminous macadam 80 mm Thick with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4 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. | 2,547 | cum | 9,700 ₹2,47,05,900 Lowest | 12,150 ₹3,09,46,050 | 12,100 ₹3,08,18,700 |
| 7.00 | Dense Graded Bituminous Macadam grade -ll ( VG-30)Providing and laying dense graded bituminous macadam 50 mm Thick 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. | 1,592 | cum | 10,000 ₹1,59,20,000 Lowest | 12,800 ₹2,03,77,600 | 12,700 ₹2,02,18,400 |
| 8.00 | Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom for D.B.M | 88,155 | sqm | 12 ₹10,57,860 Lowest | 15 ₹13,22,325 | 15 ₹13,22,325 |
| 9.00 | Dense Graded Bituminous Macadam grade -ll ( VG-40)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. | 6,293 | cum | 11,300 ₹7,11,10,900 Lowest | 13,200 ₹8,30,67,600 | 13,200 ₹8,30,67,600 |
| 10.00 | Providing and applying Tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared Primed surface/bitumen surface cleaned with mechanical broom. As per MoRTH Specification-503 for B.C. | 1,21,662 | sqm | 12 ₹14,59,944 Lowest | 12 ₹14,59,944 Lowest | 12 ₹14,59,944 Lowest |
Tender Value
₹26.3 Cr
EMD Value
₹39.5 L
Closing Date
15 Nov 2025, 12:00 pmClosed
SE SUL.AMETHI CIRCLE PWD SULTANPUR
SE SUL.AMETHI CIRCLE PWD SULTANPUR
BOQ
2025_CEUFZ_1088677_1
3427/1com-Sul.A.Cir./2025 26 Date-14.10.2025
Open Tender
Civil Works
Item Rate
120 days
SULTANPUR
NIT
2 documents required · 2 mandatory
₹2,714
₹39.5 L
Yes
SE SUL.AMETHI CIRCLE PWD SULTANPUR
10 Jul 2026
6 Nov 2025
15 Nov 2025
6 Nov 2025
15 Nov 2025
6 Nov 2025
11 Nov 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. As per MoRTH Specification-301 | 13,226 | cum | - | - |
| 2 | Construction of embankment 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 As per MoRTH Specification-305 | 14,629 | cum | - | - |
| 3 | Construction of granular sub-base by providing close graded Material, grading one spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with vibratory power roller to achieve the desired density, complete As per MoRTH clause 401 | 8,107 | cum | - | - |
| 4 | 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. complete as per MoRTH clause 406 | 3,458 | cum | - | - |
| 5 | 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. | 32,457 | sqm | - | - |
| 6 | Dense Graded Bituminous Macadam grade -l (VG-30) Providing and laying dense graded bituminous macadam 80 mm Thick with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4 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. | 2,547 | cum | - | - |
| 7 | Dense Graded Bituminous Macadam grade -ll ( VG-30)Providing and laying dense graded bituminous macadam 50 mm Thick 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. | 1,592 | cum | - | - |
| 8 | Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom for D.B.M | 88,155 | sqm | - | - |
| 9 | Dense Graded Bituminous Macadam grade -ll ( VG-40)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. | 6,293 | cum | - | - |
| 10 | Providing and applying Tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared Primed surface/bitumen surface cleaned with mechanical broom. As per MoRTH Specification-503 for B.C. | 1,21,662 | sqm | - | - |
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