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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₹16.8 CrAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹19.0 Cr+₹2.3 Cr (13.6%)Rejected-Finance AGRA ROAD ETA | ETA | ETA | UTTAR PRADESH | L2 | Rejected-Finance L2 | |
| 3 | L3₹19.6 Cr+₹2.9 Cr (17.0%)Rejected-Finance MOHSINPUR MANSURPUR AKBARPUR AMBEDKAR NAGAR | L3 | Rejected-Finance L3 | |
| 4 | L4₹20.8 Cr+₹4.0 Cr (23.7%)Rejected-Finance | L4 | Rejected-Finance L4 | |
| 5 | L5₹21.1 Cr+₹4.3 Cr (25.5%)Rejected-Finance HAJI CHAURAHA SHAMA VIHAR COLONY CHILLAWAN KANPUR ROAD SAROJINI NAGAR LUCKNOW UTTAR PRADESH | LUCKNOW | UTTAR PRADESH | 226001 | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | SIDDHARTH CONSTRUCTION L6 | RAM SANEHI AND SONS L2 | M/s Raj Laxmi Enterprises L4 | A B ASSOCIATES L5 | M/S DEEPAK KUMAR AGARWAL L7 | M/s S.K.Enterprises L1 | surya construction co. L3 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.1. | 36,600 | sqm | 10 ₹3,66,000 | 5 ₹1,83,000 | 5 ₹1,83,000 | 10 ₹3,66,000 | 3 ₹1,09,800 | 6 ₹2,19,600 | 1 ₹36,600 Lowest |
| 2.00 | 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 | 25,600 | Cum | 80 ₹20,48,000 | 30 ₹7,68,000 Lowest | 45 ₹11,52,000 | 75 ₹19,20,000 | 60 ₹15,36,000 | 50 ₹12,80,000 | 30 ₹7,68,000 Lowest |
| 3.00 | 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.
(Compaction Only) | 25,600 | Cum | 100 ₹25,60,000 | 30 ₹7,68,000 Lowest | 45 ₹11,52,000 | 100 ₹25,60,000 | 120 ₹30,72,000 | 50 ₹12,80,000 | 30 ₹7,68,000 Lowest |
| 4.00 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m & lead up to 30 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per Technical Specification clause 301.5 (Carted Earth) | 58,800 | Cum | 200 ₹1,17,60,000 | 130 ₹76,44,000 | 160 ₹94,08,000 | 250 ₹1,47,00,000 | 240 ₹1,41,12,000 | 100 ₹58,80,000 | 80 ₹47,04,000 Lowest |
| 5.00 | Construction of sub-grade and earthen shoulders 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 | 2,700 | Cum | 80 ₹2,16,000 | 30 ₹81,000 Lowest | 280 ₹7,56,000 | 300 ₹8,10,000 | 240 ₹6,48,000 | 150 ₹4,05,000 | 80 ₹2,16,000 |
| 6.00 | 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 | 12,360 | Cum | 3,500 ₹4,32,60,000 | 3,000 ₹3,70,80,000 | 3,250 ₹4,01,70,000 | 2,800 ₹3,46,08,000 Lowest | 3,175 ₹3,92,43,000 | 2,850 ₹3,52,26,000 | 3,600 ₹4,44,96,000 |
| 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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | 7,450 | Cum | 3,700 ₹2,75,65,000 | 3,200 ₹2,38,40,000 | 3,350 ₹2,49,57,500 | 3,500 ₹2,60,75,000 | 3,325 ₹2,47,71,250 | 3,000 ₹2,23,50,000 Lowest | 3,800 ₹2,83,10,000 |
| 8.00 | 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 0.70 kg/sqm using mechanical means. | 28,550 | sqm | 25 ₹7,13,750 | 25 ₹7,13,750 | 35 ₹9,99,250 | 40 ₹11,42,000 | 35 ₹9,99,250 | 15 ₹4,28,250 Lowest | 18 ₹5,13,900 |
| 9.00 | Dense Graded Bituminous Macadam Grading 1 (VG-30)
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. | 2,120 | Cum | 9,500 ₹2,01,40,000 | 8,500 ₹1,80,20,000 | 9,200 ₹1,95,04,000 | 8,500 ₹1,80,20,000 | 9,300 ₹1,97,16,000 | 6,950 ₹1,47,34,000 Lowest | 8,500 ₹1,80,20,000 |
| 10.00 | Dense Graded Bituminous Macadam Grading 2
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. | 1,485 | Cum | 10,000 ₹1,48,50,000 | 9,500 ₹1,41,07,500 | 9,500 ₹1,41,07,500 | 9,000 ₹1,33,65,000 | 9,700 ₹1,44,04,500 | 7,400 ₹1,09,89,000 Lowest | 9,300 ₹1,38,10,500 |
Tender Value
₹25.2 Cr
EMD Value
₹37.7 L
Closing Date
25 Nov 2025, 12:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
SE LKO CIR PWD LKO
SE LKO CIR PWD LKO
02 lane Widening and Strengthening with Paved Shoulder of Ajgain-Malihabad-Itaunja Road (SH-115) Ch. 29.095 to 37.900
2025_CEUCZ_1089880_1
5871/523C(2)-LKO-CIR./2025-26 Dated 29.09.2025
Open Tender
Civil Works - Roads
Item Rate
540 days
LUCKNOW
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹37.7 L
SE LKO CIR PWD LKO
19 Feb 2026
11 Nov 2025
25 Nov 2025
11 Nov 2025
25 Nov 2025
11 Nov 2025
13 Nov 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.1. | 36,600 | sqm | 100 | ₹36,60,000 |
| 2 | 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 | 25,600 | Cum | 100 | ₹25,60,000 |
| 3 | 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.
(Compaction Only) | 25,600 | Cum | 100 | ₹25,60,000 |
| 4 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m & lead up to 30 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per Technical Specification clause 301.5 (Carted Earth) | 58,800 | Cum | 100 | ₹58,80,000 |
| 5 | Construction of sub-grade and earthen shoulders 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 | 2,700 | Cum | 100 | ₹2,70,000 |
| 6 | 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 | 12,360 | Cum | 100 | ₹12,36,000 |
| 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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | 7,450 | Cum | 100 | ₹7,45,000 |
| 8 | 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 0.70 kg/sqm using mechanical means. | 28,550 | sqm | 100 | ₹28,55,000 |
| 9 | Dense Graded Bituminous Macadam Grading 1 (VG-30)
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. | 2,120 | Cum | 100 | ₹2,12,000 |
| 10 | Dense Graded Bituminous Macadam Grading 2
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. | 1,485 | Cum | 100 | ₹1,48,500 |
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