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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.8 CrAccepted-AOC | ₹7.8 Cr | L1 | Accepted-AOC AWARDED |
| 2 | L2₹7.8 Cr+₹2.0 L (0.25%)Rejected-Finance | ₹7.8 Cr+₹2.0 L (0.25%) | L2 | Rejected-Finance L2 |
| 3 | L3₹8.1 Cr+₹28.6 L (3.66%)Rejected-Finance VILL SIDHIYAWA JAGDISHPUR AMETHI UP 227817 | JAGDISHPUR | AMETHI | UTTAR PRADESH | 227817 | ₹8.1 Cr+₹28.6 L (3.66%) | L3 | Rejected-Finance L3 |
| 4 | L4₹8.1 Cr+₹29.3 L (3.75%)Rejected-Finance | ₹8.1 Cr+₹29.3 L (3.75%) | L4 | Rejected-Finance L4 |
| 5 | L5₹8.4 Cr+₹54.9 L (7.03%)Rejected-Finance | ₹8.4 Cr+₹54.9 L (7.03%) | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | M/s Ram Singh Agarwal L1 | M/S ANANDESHWAR ENTERPRISES L4 | M/s Progressive Construction Company L8 | M/s Raj Laxmi Enterprises L5 | M/S DEEPAK KUMAR AGARWAL L3 | Niravana Infratech L7 | MS GAYATRI CONST6RUCTIONS L6 | ABHINIT CONSTRUCTION PVT LTD L2 | Kiyaan Enterprises L9 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 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. | 55,000 | sqm | 10 ₹5,50,000 | 11 ₹6,05,000 | 2 ₹1,10,000 Lowest | 10 ₹5,50,000 | 2 ₹1,10,000 Lowest | 10 ₹5,50,000 | 5 ₹2,75,000 | 3 ₹1,65,000 | 15 ₹8,25,000 |
| 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.
(Compaction Only) | 5,700 | Cum | 50 ₹2,85,000 | 31 ₹1,76,700 Lowest | 50 ₹2,85,000 | 50 ₹2,85,000 | 50 ₹2,85,000 | 60 ₹3,42,000 | 50 ₹2,85,000 | 35 ₹1,99,500 | 150 ₹8,55,000 |
| 3.00 | 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) | 12,000 | Cum | 90 ₹10,80,000 | 45 ₹5,40,000 Lowest | 80 ₹9,60,000 | 120 ₹14,40,000 | 120 ₹14,40,000 | 410 ₹49,20,000 | 80 ₹9,60,000 | 140 ₹16,80,000 | 150 ₹18,00,000 |
| 4.00 | 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 | 7,560 | Cum | 70 ₹5,29,200 | 29 ₹2,19,240 Lowest | 100 ₹7,56,000 | 120 ₹9,07,200 | 140 ₹10,58,400 | 165 ₹12,47,400 | 100 ₹7,56,000 | 140 ₹10,58,400 | 160 ₹12,09,600 |
| 5.00 | 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 | 5,090 | Cum | 2,925 ₹1,48,88,250 | 3,100 ₹1,57,79,000 | 3,300 ₹1,67,97,000 | 3,100 ₹1,57,79,000 | 3,000 ₹1,52,70,000 | 2,719 ₹1,38,39,710 Lowest | 3,300 ₹1,67,97,000 | 3,000 ₹1,52,70,000 | 3,700 ₹1,88,33,000 |
| 6.00 | 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. | 3,600 | Cum | 3,195 ₹1,15,02,000 | 3,400 ₹1,22,40,000 | 3,600 ₹1,29,60,000 | 3,300 ₹1,18,80,000 | 3,200 ₹1,15,20,000 | 2,900 ₹1,04,40,000 Lowest | 3,600 ₹1,29,60,000 | 3,330 ₹1,19,88,000 | 3,600 ₹1,29,60,000 |
| 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 0.70 kg/sqm using mechanical means. | 18,300 | sqm | 20 ₹3,66,000 | 17 ₹3,11,100 | 32 ₹5,85,600 | 35 ₹6,40,500 | 32 ₹5,85,600 | 27 ₹4,94,100 | 15 ₹2,74,500 Lowest | 20 ₹3,66,000 | 30 ₹5,49,000 |
| 8.00 | 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. | 1,700 | Cum | 8,600 ₹1,46,20,000 | 9,100 ₹1,54,70,000 | 9,900 ₹1,68,30,000 | 8,700 ₹1,47,90,000 | 8,000 ₹1,36,00,000 | 8,350 ₹1,41,95,000 | 9,000 ₹1,53,00,000 | 7,740 ₹1,31,58,000 Lowest | 10,000 ₹1,70,00,000 |
| 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. | 1,000 | Cum | 8,750 ₹87,50,000 | 9,500 ₹95,00,000 | 10,500 ₹1,05,00,000 | 9,500 ₹95,00,000 | 9,000 ₹90,00,000 | 8,600 ₹86,00,000 | 9,500 ₹95,00,000 | 8,300 ₹83,00,000 Lowest | 10,000 ₹1,00,00,000 |
| 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. | 73,300 | sqm | 9 ₹6,59,700 Lowest | 11 ₹8,06,300 | 9 ₹6,59,700 Lowest | 10 ₹7,33,000 | 9 ₹6,59,700 Lowest | 11.5 ₹8,42,950 | 10 ₹7,33,000 | 9 ₹6,59,700 Lowest | 11 ₹8,06,300 |
Tender Value
₹10.1 Cr
EMD Value
₹20.3 L
Closing Date
20 Feb 2026, 12:00 pmClosed
SE LKO CIR PWD LKO
SE LKO CIR PWD LKO
Widening and Strengthening Work of Bijnor-Banthra-Chandrawal Road -ODR- from Ch 5-000 to 9-500 in Lucknow district
2026_CEUCZ_1111326_1
297/523C(2)-LKO.Cir/2025-26 Dated 13.01.2026
Open Tender
Civil Works - Roads
Item Wise
365 days
LUCKNOW
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹20.3 L
SE LKO CIR PWD LKO
13 Apr 2026
13 Feb 2026
20 Feb 2026
13 Feb 2026
20 Feb 2026
13 Feb 2026
16 Feb 2026
| 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. | 55,000 | sqm | 100 | ₹55,00,000 |
| 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.
(Compaction Only) | 5,700 | Cum | 100 | ₹5,70,000 |
| 3 | 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) | 12,000 | Cum | 100 | ₹12,00,000 |
| 4 | 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 | 7,560 | Cum | 100 | ₹7,56,000 |
| 5 | 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 | 5,090 | Cum | 100 | ₹5,09,000 |
| 6 | 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. | 3,600 | Cum | 100 | ₹3,60,000 |
| 7 | 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. | 18,300 | sqm | 100 | ₹18,30,000 |
| 8 | 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. | 1,700 | Cum | 100 | ₹1,70,000 |
| 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. | 1,000 | Cum | 100 | ₹1,00,000 |
| 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. | 73,300 | sqm | 100 | ₹73,30,000 |
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