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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₹14.8 CrAccepted-AOC | L1 | Accepted-AOC Financial bid is Accepted at the price of Rs. 147888071.00 by the Employer. | |
| 2 | L2₹14.9 Cr+₹13.1 L (0.88%)Rejected-Finance | L2 | Rejected-Finance Due to L8 Rate | |
| 3 | L3₹15.7 Cr+₹94.0 L (6.36%)Rejected-Finance | L3 | Rejected-Finance Due to L8 Rate | |
| 4 | L4₹19.9 Cr+₹5.1 Cr (34.4%)Rejected-Finance | L4 | Rejected-Finance Due to L8 Rate | |
| 5 | L5₹19.9 Cr+₹5.1 Cr (34.6%)Rejected-Finance DEVKHATIYA GHAZIPUR | GHAZIPUR | UTTAR PRADESH | 232325 | L5 | Rejected-Finance Due to L8 Rate |
| Sl No | Description | Qty | Unit | SIDDHARTH CONSTRUCTION L8 | M/S ANMOL ASSOCIATES L4 | M/S ASSOCIATE BUILDERS AND TRADERS L3 | PK Construction L1 | M/S JAIN BROTHERS L7 | ASHUTOSH KUMAR VERMA L2 | AMBE INFRAPROJECTS PRIVATE LIMITED L6 | M/S BARHU SINGH KUSHWAHA L5 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Scarifying the existing bituminous surface to a depth of 20 mm and disposal of scarified material within all lifts and leads upto 1000 metres. | 30,316 | Sqm | 6 ₹1,81,896 | 3 ₹90,948 | 3 ₹90,948 | 10 ₹3,03,160 | 150 ₹45,47,400 | 2 ₹60,632 Lowest | 3 ₹90,948 | 2 ₹60,632 Lowest |
| 2.00 | Construction of Embankment with Material obtained from Borrowpits 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. | 83,137 | Cum | 150 ₹1,24,70,550 | 100 ₹83,13,700 | 60 ₹49,88,220 | 40 ₹33,25,480 | 120 ₹99,76,440 | 35 ₹29,09,795 Lowest | 100 ₹83,13,700 | 70 ₹58,19,590 |
| 3.00 | Excavation in Soil using Hydraulic Excavator 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. | 6,300 | Cum | 150 ₹9,45,000 | 50 ₹3,15,000 | 30 ₹1,89,000 | 10 ₹63,000 Lowest | 100 ₹6,30,000 | 35 ₹2,20,500 | 50 ₹3,15,000 | 50 ₹3,15,000 |
| 4.00 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. | 6,300 | Cum | 250 ₹15,75,000 | 50 ₹3,15,000 | 33 ₹2,07,900 | 10 ₹63,000 Lowest | 100 ₹6,30,000 | 35 ₹2,20,500 | 60 ₹3,78,000 | 50 ₹3,15,000 |
| 5.00 | By Mix in Place Method Construction of granular sub-base 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 | 4,757 | Cum | 5,000 ₹2,37,85,000 | 4,500 ₹2,14,06,500 | 3,300 ₹1,56,98,100 Lowest | 3,400 ₹1,61,73,800 | 4,700 ₹2,23,57,900 | 3,800 ₹1,80,76,600 | 4,450 ₹2,11,68,650 | 5,200 ₹2,47,36,400 |
| 6.00 | Wet Mix Macadam
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. | 9,831 | Cum | 5,300 ₹5,21,04,300 | 4,800 ₹4,71,88,800 | 3,500 ₹3,44,08,500 Lowest | 3,700 ₹3,63,74,700 | 5,700 ₹5,60,36,700 | 3,800 ₹3,73,57,800 | 4,650 ₹4,57,14,150 | 5,400 ₹5,30,87,400 |
| 7.00 | Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing | 1,815 | Cum | 9,500 ₹1,72,42,500 | 9,500 ₹1,72,42,500 | 6,700 ₹1,21,60,500 Lowest | 8,500 ₹1,54,27,500 | 8,800 ₹1,59,72,000 | 6,800 ₹1,23,42,000 | 8,200 ₹1,48,83,000 | 7,700 ₹1,39,75,500 |
| 8.00 | 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. | 63,057 | Sqm | 40 ₹25,22,280 | 30 ₹18,91,710 | 20 ₹12,61,140 | 15 ₹9,45,855 Lowest | 38 ₹23,96,166 | 20 ₹12,61,140 | 35 ₹22,06,995 | 35 ₹22,06,995 |
| 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 @ 4.5 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.Grade 2 | 4,085 | Cum | 12,500 ₹5,10,62,500 | 10,500 ₹4,28,92,500 | 10,000 ₹4,08,50,000 | 9,000 ₹3,67,65,000 | 12,400 ₹5,06,54,000 | 8,500 ₹3,47,22,500 Lowest | 11,650 ₹4,75,90,250 | 11,300 ₹4,61,60,500 |
| 10.00 | 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 surface cleaned with mechanical broom. | 63,057 | Sqm | 12 ₹7,56,684 | 10 ₹6,30,570 | 10 ₹6,30,570 | 8 ₹5,04,456 Lowest | 14 ₹8,82,798 | 8 ₹5,04,456 Lowest | 11 ₹6,93,627 | 10 ₹6,30,570 |
Tender Value
Refer Docs
EMD Value
₹34.1 L
Closing Date
15 Jan 2026, 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
OFFICE OF SUPERINTENDING ENGINEER, SITAPUR/KHERI C
Widening and Strengthing of Lakhimpur- Devkali-Aliganj road to Korara- Daudpur- Aasadi- Mehndi road (O.D.R.) Km.-1 to 13(800) in District-Lakhimpur-Kheri.
2025_CEUCZ_1101960_1
6774/352C/E.TENDER/STP-LMP/25 Dt. 15.12.2025
Open Tender
Civil Works - Roads
Item Rate
450 days
Lakhimpur Kheri
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,715
₹34.1 L
Yes
OFFICE OF SUPERINTENDING ENGINEER, SITAPUR/KHERI C
9 Mar 2026
29 Dec 2025
15 Jan 2026
29 Dec 2025
15 Jan 2026
29 Dec 2025
7 Jan 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Scarifying the existing bituminous surface to a depth of 20 mm and disposal of scarified material within all lifts and leads upto 1000 metres. | 30,316 | Sqm | 31 | ₹9,39,796 |
| 2 | Construction of Embankment with Material obtained from Borrowpits 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. | 83,137 | Cum | 74 | ₹61,52,138 |
| 3 | Excavation in Soil using Hydraulic Excavator 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. | 6,300 | Cum | 108 | ₹6,80,400 |
| 4 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. | 6,300 | Cum | 74 | ₹4,66,200 |
| 5 | By Mix in Place Method Construction of granular sub-base 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 | 4,757 | Cum | 9,980 | ₹4,74,74,860 |
| 6 | Wet Mix Macadam
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. | 9,831 | Cum | 74 | ₹7,27,494 |
| 7 | Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing | 1,815 | Cum | 4,745 | ₹86,12,175 |
| 8 | 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. | 63,057 | Sqm | 4,745 | ₹29,92,05,465 |
| 9 | Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 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.Grade 2 | 4,085 | Cum | 108 | ₹4,41,180 |
| 10 | 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 surface cleaned with mechanical broom. | 63,057 | Sqm | 4,510 | ₹28,43,87,070 |
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