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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹22.2 CrAccepted-AOC MOHSINPUR MANSURPUR AKBARPUR AMBEDKAR NAGAR | L1 | Accepted-AOC FINANCIAL BID ACCEPTED AT THE PRICE OF RS.222164822.00 | |
| 2 | L2₹23.4 Cr+₹1.3 Cr (5.71%)Rejected-Finance | L2 | Rejected-Finance Rejected due to higher rate quoted | |
| 3 | L3₹25.1 Cr+₹2.9 Cr (13.1%)Rejected-Finance GORAKHPUR | GORAKHPUR | GORAKHPUR | UTTAR PRADESH | L3 | Rejected-Finance Rejected due to higher rate quoted | |
| 4 | L4₹26.6 Cr+₹4.4 Cr (19.9%)Rejected-Finance 439 D DEFENCE COLONY JAJMAU KANPUR 208010 | KANPUR NAGAR | UTTAR PRADESH | 208010 | L4 | Rejected-Finance Rejected due to higher rate quoted | |
| 5 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | M/s VIJENDRA PRATAP SINGH L3 | M/s Anand Construction L4 | surya construction co. L1 | VINDHYACHAL SINGH L2 |
|---|---|---|---|---|---|---|---|
| 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 MoRTH specification clouse 301 | 11,350 | Cum | 60 ₹6,81,000 | 65 ₹7,37,750 | 30 ₹3,40,500 Lowest | 55 ₹6,24,250 |
| 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. MoRTH specification clouse 305 (Carted earth Leads up 5 Km.) | 6,831 | Cum | 260 ₹17,76,060 | 275 ₹18,78,525 | 190 ₹12,97,890 Lowest | 252 ₹17,21,412 |
| 3.00 | Construction of embankment/Shoulder 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. MoRTH specification clouse 305 (For local earth) | 88,278 | Cum | 100 ₹88,27,800 | 115 ₹1,01,51,970 | 90 ₹79,45,020 Lowest | 120 ₹1,05,93,360 |
| 4.00 | Construction of granular sub-base (GSB) 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 MoRTH specification clouse clause 401 | 8,469 | Cum | 4,500 ₹3,81,10,500 | 4,600 ₹3,89,57,400 | 3,999 ₹3,38,67,531 Lowest | 4,300 ₹3,64,16,700 |
| 5.00 | Scarifying the existing bituminous surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 metres. MoRTH specification clause 305.4.3 | 34,125 | Sqm | 3.5 ₹1,19,437.5 | 4 ₹1,36,500 | 2 ₹68,250 Lowest | 2 ₹68,250 Lowest |
| 6.00 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam (WMM) 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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. MoRTH specification clause 406 | 11,146 | Cum | 5,100 ₹5,68,44,600 | 5,250 ₹5,85,16,500 | 4,300 ₹4,79,27,800 Lowest | 4,700 ₹5,23,86,200 |
| 7.00 | Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70kg/sqm using mechanical means. complete as per MoRTH specification clause 502 | 80,311 | Sqm | 42 ₹33,73,062 | 46 ₹36,94,306 | 31 ₹24,89,641 Lowest | 35 ₹28,10,885 |
| 8.00 | Providing and laying dense graded bituminous macadam (DBM 2) with 120 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30@ 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. | 5,220 | Cum | 12,500 ₹6,52,50,000 | 13,500 ₹7,04,70,000 | 11,500 ₹6,00,30,000 Lowest | 11,900 ₹6,21,18,000 |
| 9.00 | 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/granular surface cleaned with mechanical broom. complete as per MoRTH specification clause 503(ii) | 80,311 | Sqm | 12.5 ₹10,03,887.5 | 14 ₹11,24,354 | 10.5 ₹8,43,265.5 | 10 ₹8,03,110 Lowest |
| 10.00 | Providing and laying bituminous concrete (BC- II) with 120 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 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 | 2,409 | Cum | 13,350 ₹3,21,60,150 | 14,500 ₹3,49,30,500 | 12,500 ₹3,01,12,500 Lowest | 13,000 ₹3,13,17,000 |
Tender Value
₹23.5 Cr
EMD Value
₹35.3 L
Closing Date
24 Dec 2025, 12:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Superintending Engineer
0/0 Superintending Engineer Ayodhya/Ambedkarnagar Circle, P.W.D. Ayodhya
Widening and strengthening work from Km 0.000 to Km 14.000 on the Bajgahni to Baddupur Road (O.D.R) in Block Nindura, District Barabanki.
2025_CEUFZ_1098597_1
7221/1KAM(BARA)E-Tender/2025 Date 06-12-2025
Open Tender
Civil Works
Item Wise
450 days
Barabanki
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹35.3 L
Yes
Ayodhya
22 Mar 2026
15 Dec 2025
24 Dec 2025
15 Dec 2025
24 Dec 2025
15 Dec 2025
20 Dec 2025
| 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 MoRTH specification clouse 301 | 11,350 | Cum | 57 | ₹6,46,950 |
| - | 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. MoRTH specification clouse 305 (Carted earth Leads up 5 Km.) | 6,831 | Cum | 250 | ₹17,07,750 |
| - | Construction of embankment/Shoulder 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. MoRTH specification clouse 305 (For local earth) | 88,278 | Cum | 120 | ₹1,05,93,360 |
| - | Construction of granular sub-base (GSB) 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 MoRTH specification clouse clause 401 | 8,469 | Cum | 4,400 | ₹3,72,63,600 |
| - | Scarifying the existing bituminous surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 metres. MoRTH specification clause 305.4.3 | 34,125 | Sqm | 3.5 | ₹1,19,437.5 |
| - | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam (WMM) 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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. MoRTH specification clause 406 | 11,146 | Cum | 4,860 | ₹5,41,69,560 |
| - | Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70kg/sqm using mechanical means. complete as per MoRTH specification clause 502 | 80,311 | Sqm | 37.5 | ₹30,11,662.5 |
| - | Providing and laying dense graded bituminous macadam (DBM 2) with 120 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30@ 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. | 5,220 | Cum | 11,400 | ₹5,95,08,000 |
| - | 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/granular surface cleaned with mechanical broom. complete as per MoRTH specification clause 503(ii) | 80,311 | Sqm | 10.5 | ₹8,43,265.5 |
| - | Providing and laying bituminous concrete (BC- II) with 120 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 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 | 2,409 | Cum | 12,600 | ₹3,03,53,400 |
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