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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.8 CrAccepted-AOC | ₹2.8 Cr Quoted ₹11.2 Cr | L1 | Accepted-AOC Accepted being Lowest Rate |
| 2 | L2₹11.2 Cr+₹13,196 (0.01%)Rejected-Finance GARHI ROAD MOHALLA KASHIPURAM GARHI ROAD LAKHIMPUR KHERI UTTAR PRADESH 262701 | KHERI | UTTAR PRADESH | 262701 | ₹11.2 Cr+₹13,196 (0.01%) | L2 | Rejected-Finance Rejected being Higher Rate |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 4 | Not Admitted-Fee/PreQual/Technical 0 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | M/S RUDRA CONSTRUCTIONS L2 | M/S MAA VAISHNOW TRADERS, AMETHI L1 |
|---|---|---|---|---|---|
| 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 and lead upto 1000m | 4,700 | Cum | 30 ₹1,41,000 Lowest | 30 ₹1,41,000 Lowest |
| 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 of table 300-2. The rate includes royalty as per applicable to make embankment 12m wide, width may very at curves patries. including quantity for filling of drain type trenches along the base of road embankment as they were duged for making embankment previously.embankment width 12M side slope 1:2 New Including Royality Machenically Compacted. | 28,000 | Cum | 60 ₹16,80,000 Lowest | 60 ₹16,80,000 Lowest |
| 3.00 | Scraping of old painted surface including disposal of all Scraped material to distance of 30M (100 ft.) as directed by Engineer-in-charge. | 12,000 | Sqm | 5 ₹60,000 Lowest | 5 ₹60,000 Lowest |
| 4.00 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., | 2,300 | Sqm | 20 ₹46,000 Lowest | 20 ₹46,000 Lowest |
| 5.00 | Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 30 mm thick compacted bed of coarse sand .. | 700 | Sqm | 100 ₹70,000 Lowest | 100 ₹70,000 Lowest |
| 6.00 | Construction of granular sub-base (Grade-I) by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 | 3,400 | Cum | 3,200 ₹1,08,80,000 Lowest | 3,200 ₹1,08,80,000 Lowest |
| 7.00 | 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. | 7,400 | Cum | 4,450 ₹3,29,30,000 Lowest | 4,450 ₹3,29,30,000 Lowest |
| 8.00 | 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. | 39,000 | Sqm | 30 ₹11,70,000 Lowest | 30 ₹11,70,000 Lowest |
| 9.00 | 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. | 3,125 | Cum | 10,500 ₹3,28,12,500 Lowest | 10,500 ₹3,28,12,500 Lowest |
| 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 bituminous surface cleaned with mechanical broom. | 39,000 | Sqm | 10 ₹3,90,000 Lowest | 10 ₹3,90,000 Lowest |
Tender Value
₹13.2 Cr
EMD Value
₹26.4 L
Closing Date
6 Jun 2026, 4:30 pmClosed
S.E., Sultanpur-Amethi Circle, P.W.D. Sultanpur
Superintending Engineer, Sultanpur-Amethi Circle, P.W.D. Sultanpur
Widening and strengthening work of Jagdishpur Bazar Shukul Marg from Km 7 via Jainbganj to Nandi Marg (Km. 0.00 to 7.100 of O.D.R).
2026_CEUFZ_1156183_1
2096/1com-Sul.A.Cir./2026-27 Date 23-05-2026
Open Tender
Civil Works - Roads
Item Rate
365 days
AMETHI
Please refer Tender documents.
5 documents required · 5 mandatory
₹2,714
₹26.4 L
Yes
S.E., Sultanpur-Amethi Circle, P.W.D. Sultanpur
30 Jun 2026
1 Jun 2026
6 Jun 2026
1 Jun 2026
6 Jun 2026
1 Jun 2026
4 Jun 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 and lead upto 1000m | 4,700 | 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 of table 300-2. The rate includes royalty as per applicable to make embankment 12m wide, width may very at curves patries. including quantity for filling of drain type trenches along the base of road embankment as they were duged for making embankment previously.embankment width 12M side slope 1:2 New Including Royality Machenically Compacted. | 28,000 | Cum | - | - |
| 3 | Scraping of old painted surface including disposal of all Scraped material to distance of 30M (100 ft.) as directed by Engineer-in-charge. | 12,000 | Sqm | - | - |
| 4 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., | 2,300 | Sqm | - | - |
| 5 | Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 30 mm thick compacted bed of coarse sand .. | 700 | Sqm | - | - |
| 6 | Construction of granular sub-base (Grade-I) by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 | 3,400 | Cum | - | - |
| 7 | 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. | 7,400 | Cum | - | - |
| 8 | 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. | 39,000 | Sqm | - | - |
| 9 | 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. | 3,125 | 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 bituminous surface cleaned with mechanical broom. | 39,000 | Sqm | - | - |
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