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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.9 CrAccepted-AOC 0 JAGDISHPUR SOHOULI MARTINGANJ TEH MARTINGANJ AZAMGARH UTTAR PRADESH 276301 | AZAMGARH | UTTAR PRADESH | 276301 | ₹5.9 Cr | L1 | Accepted-AOC AOC |
| 2 | L2₹6.0 Cr+₹16.2 L (2.76%)Rejected-Finance MOHSINPUR MANSURPUR AKBARPUR AMBEDKAR NAGAR | ₹6.0 Cr+₹16.2 L (2.76%) | L2 | Rejected-Finance Rejected Being Higher Rates |
| 3 | L3₹6.1 Cr+₹23.8 L (4.06%)Rejected-Finance | ₹6.1 Cr+₹23.8 L (4.06%) | L3 | Rejected-Finance Rejected Being Higher Rates |
| 4 | L4₹6.4 Cr+₹53.8 L (9.17%)Rejected-Finance | ₹6.4 Cr+₹53.8 L (9.17%) | L4 | Rejected-Finance Rejected Being Higher Rates |
| 5 | L5₹7.1 Cr+₹1.2 Cr (20.7%)Rejected-Finance | ₹7.1 Cr+₹1.2 Cr (20.7%) | L5 | Rejected-Finance Rejected Being Higher Rates |
| Sl No | Description | Qty | Unit | M/S ANAND ENTERPRISES L1 | M/s Ram Singh Agarwal L5 | M/S A.S.TRADERS L3 | madan sen singh L4 | A B ASSOCIATES L6 | surya construction co. L2 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the
All Kind of Soil as per SOR Ch. 7 Item 2.8.1 | 4,959 | Cum | 100 ₹4,95,900 | 50 ₹2,47,950 | 85 ₹4,21,515 | 100 ₹4,95,900 | 75 ₹3,71,925 | 40 ₹1,98,360 Lowest |
| 2.00 | 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 Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 as per SOR Chap-25 Item No. 13 | 17,121 | Cum | 40 ₹6,84,840 | 100 ₹17,12,100 | 25 ₹4,28,025 | 40 ₹6,84,840 | 150 ₹25,68,150 | 20 ₹3,42,420 Lowest |
| 3.00 | Construction of Subgrade with Material Obtained from Borrow Pits (For Carted Earth Work)
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 as per SOR Chap-25 Item No. 15 | 17,121 | Cum | 90 ₹15,40,890 | 395 ₹67,62,795 | 55 ₹9,41,655 | 90 ₹15,40,890 | 300 ₹51,36,300 | 35 ₹5,99,235 Lowest |
| 4.00 | 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 | 5,840 | Cum | 2,500 ₹1,46,00,000 Lowest | 2,850 ₹1,66,44,000 | 3,050 ₹1,78,12,000 | 3,000 ₹1,75,20,000 | 2,800 ₹1,63,52,000 | 2,900 ₹1,69,36,000 |
| 5.00 | 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. | 4,320 | Cum | 2,850 ₹1,23,12,000 Lowest | 3,150 ₹1,36,08,000 | 3,230 ₹1,39,53,600 | 3,500 ₹1,51,20,000 | 3,500 ₹1,51,20,000 | 2,900 ₹1,25,28,000 |
| 6.00 | Providing and applying primer coat with SS-2 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. | 28,000 | Sqm | 25 ₹7,00,000 | 22 ₹6,16,000 | 14.5 ₹4,06,000 Lowest | 25 ₹7,00,000 | 40 ₹11,20,000 | 18 ₹5,04,000 |
| 7.00 | 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. | 28,470.4 | Sqm | 8 ₹2,27,763.2 Lowest | 9 ₹2,56,233.6 | 9.3 ₹2,64,774.72 | 8 ₹2,27,763.2 Lowest | 15 ₹4,27,056 | 8 ₹2,27,763.2 Lowest |
| 8.00 | Providing and laying dense graded bituminous macadam with higher capacity 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 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. | 1,689.8 | Cum | 8,151.2 ₹1,37,73,897.76 | 8,700 ₹1,47,01,260 | 8,050 ₹1,36,02,890 | 8,000 ₹1,35,18,400 Lowest | 8,500 ₹1,43,63,300 | 8,900 ₹1,50,39,220 |
| 9.00 | Providing and laying bituminous concrete with higher capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher 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 | 844.2 | Cum | 9,710 ₹81,97,182 | 9,650 ₹81,46,530 | 9,650 ₹81,46,530 | 8,500 ₹71,75,700 Lowest | 9,500 ₹80,19,900 | 9,300 ₹78,51,060 |
| 10.00 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. | 231 | Cum | 4,000 ₹9,24,000 Lowest | 5,200 ₹12,01,200 | 5,450 ₹12,58,950 | 5,000 ₹11,55,000 | 5,500 ₹12,70,500 | 4,000 ₹9,24,000 Lowest |
Tender Value
₹8.9 Cr
EMD Value
₹17.7 L
Closing Date
25 Nov 2025, 12:00 pmClosed
SE Lucknow Circle PWD Lucknow
Office of SE Lucknow Circle PWD Lucknow
Widening and Strengthening of Kumhrawa Mahigawan Subanshipur Road. From Ch 0-000 to Ch 4-000
2025_CEUCZ_1090761_1
6261/523 C (PDL) - Lko.Cir./2025-26 Dated 24.10.2025
Open Tender
Civil Works - Roads
Item Rate
365 days
Lucknow
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹17.7 L
Office of SE Lucknow Circle PWD Lucknow
12 Jan 2026
15 Nov 2025
25 Nov 2025
15 Nov 2025
25 Nov 2025
15 Nov 2025
15 Nov 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the
All Kind of Soil as per SOR Ch. 7 Item 2.8.1 | - | Cum | 187 | - |
| 2 | 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 Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 as per SOR Chap-25 Item No. 13 | - | Cum | 54 | - |
| 3 | Construction of Subgrade with Material Obtained from Borrow Pits (For Carted Earth Work)
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 as per SOR Chap-25 Item No. 15 | - | Cum | 114 | - |
| 4 | 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 | - | Cum | 4,275 | - |
| 5 | 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. | - | Cum | 4,500 | - |
| 6 | Providing and applying primer coat with SS-2 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. | - | Sqm | 38 | - |
| 7 | 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. | - | Sqm | 10 | - |
| 8 | Providing and laying dense graded bituminous macadam with higher capacity 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 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 | Cum | 11,041 | ₹11,029.96 |
| 9 | Providing and laying bituminous concrete with higher capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher 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 | - | Cum | 12,465 | - |
| 10 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. | - | Cum | 6,450 | - |
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